STRUCTURAL CALCULATION PACKAGE.pdf

PDF 6 MB Posted

Attached to
NEW | 549-22-800 Replace Windows Building 2J Federal contract opportunity
Solicitation number
36C25726R0048
Issued by
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 17

About this file

Written by GovTribe AI ·

This document is a detailed structural calculation package for the Dallas VA Medical Center window replacement project. The calculations, prepared by H2 Engineers, cover wind loading, building components and cladding (C&C) loading, atrium curtain wall, skylight framing, and structural analysis using RISA modeling software. The technical documentation provides comprehensive engineering calculations for Building 2J, located at 4500 S Lancaster Rd in Dallas, Texas, with specific wind speed assessments using ASCE 7-16 standards and risk category analyses. The project involves replacing windows in a facility with a Risk Category IV designation, indicating critical infrastructure, and the calculations detail wind speeds ranging from 98 mph to 116 mph depending on risk category, with velocity pressure and internal pressure coefficient calculations included for structural design purposes.

View the file

Other files for this federal contract opportunity

Other files attached to NEW | 549-22-800 Replace Windows Building 2J, newest first.
File Type Posted
Amendment 0009 36C25726R0048.docx DOCX document
Lightning Protection System Certificate of Completion.pdf PDF
Amendment 0008 36C25726R0048.docx DOCX document
RFIs with Responses 36C25726R0048.docx DOCX document
Addendum 01.pdf PDF
Asbestos Inspection and Management Plan.pdf PDF
Amendment 0007 36C25726R0048.docx DOCX document
Amendment 0006 36C25726R0048.docx DOCX document
Amendment 0005 36C25726R0048.docx DOCX document
Amendment 0004 36C25726R0048.docx DOCX document
Attachment 4 Itemized Cost Breakdown.xlsx XLSX spreadsheet
Site Visit Sign in Sheet 2nd Site Visit Replace Windows Building 2J.pdf PDF
Site Visit Sign in Sheet 1st Site Visit Replace Windows Building 2J.pdf PDF
Amendment 0003 36C25726R0048.docx DOCX document
Amendment 0002 36C25726R0048.docx DOCX document
Amendment 36C25726R0048 0001.docx DOCX document
VHA PCRA ICRA CATEX ILSM.pdf PDF
DRAWINGS 100 PERCENT.pdf PDF
36C25726R0048 SOLICITATION.docx DOCX document
ASBESTOS ANALYSIS.pdf PDF
SPECIFICATIONS 100 PERCENT.pdf PDF
Show all 21

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Civil and Structural Engineers Texas Board of Professional Engineers Firm Registration Number 8856

1225 N Loop W, Suite 800, Houston, Texas 77008 • www.h2bengineers.com • 713.864.2900

Calculations Report

Project Name: Replace Windows Building 2J Dallas VA Medical Center, Texas, USA

Submittal: 100% Construction Documents Date: December 14, 2022

Table of Contents

ATC Hazards Wind Loading ................................................................................................................... 1-2

Building C&C Loading ........................................................................................................................... 3-5

Porte Cochere C&C Loading .................................................................................................................. 6-7

Atrium Curtain Wall Calculations ........................................................................................................ 8-10

IBC Deflection Limit

Enercalc TS Calculation .............................................................................................. 9-10

Skylight Framing Calculations ........................................................................................................... 11-82

Typical Skylight Model Isometric

Typical Skylight RISA Calculations ............................................................................ 12-49

Skylight Model Isometric @ Atrium

Skylight Model RISA Calculations @ Atrium ............................................................. 51-82

10/27/22, 8:50 AM ATC Hazards by Location https://hazards.atcouncil.org/#/wind?lat=32.6966984&lng=-96.7887623&address=4500 S Lancaster Rd%2C Dallas%2C TX 75216%2C USA 1/2

This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback.

The ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why.

Hazards by Location

Search Information

Address: 4500 S Lancaster Rd, Dallas, TX 75216, USA

Coordinates: 32.6966984, -96.7887623

Elevation: 535 ft

Timestamp: 2022-10-27T13:50:26.940Z

Hazard Type: Wind

ASCE 7-16

MRI 10-Year 73 mph

MRI 25-Year 80 mph

MRI 50-Year 85 mph

MRI 100-Year 90 mph

Risk Category I 98 mph

Risk Category II 105 mph

Risk Category III 111 mph

Risk Category IV 116 mph

ASCE 7-10

MRI 10-Year 76 mph

MRI 25-Year 84 mph

MRI 50-Year 90 mph

MRI 100-Year 96 mph

Risk Category I 105 mph

Risk Category II 115 mph

Risk Category III-IV 120 mph

ASCE 7-05

ASCE 7-05 Wind Speed 90 mph

The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design.

Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why.

Disclaimer

Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area – in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region.

Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions.

While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility

535 ft

Map data ©2022 Google, INEGI https://hazards.atcouncil.org/contact https://hazards.atcouncil.org/eol https://hazards.atcouncil.org/eol https://maps.google.com/maps?ll=32.696698,-96.788762&z=8&t=m&hl=en-US&gl=US&mapclient=apiv3

10/27/22, 8:50 AM ATC Hazards by Location https://hazards.atcouncil.org/#/wind?lat=32.6966984&lng=-96.7887623&address=4500 S Lancaster Rd%2C Dallas%2C TX 75216%2C USA 2/2 or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report.

PROJECT: Dallas VAMC - Replace Windows Building 2J

SUBJECT: Building C&C Loading

BY: SF PAGE: 1 DATE: 10/26/2022

Houston | College Station | Phoenix Civil & Structural Engineers Texas Firm Registration Number 8856 www.h2bengineers.com

WIND LOADING

In accordance with ASCE7-16

Using the components and cladding design method Tedds calculation version 2.1.10

744 ft ft

Plan 300 ft ft

Elevation

Building data Type of roof; Flat Length of building; b = 744.00 ft Width of building; d = 300.00 ft Height to eaves; H = 68.00 ft Height of parapet; hp = 5.00 ft Mean height; h = 68.00 ft

General wind load requirements Basic wind speed; V = 116.0 mph Risk category; IV Velocity pressure exponent coef (Table 26.6-1); Kd = 0.85 Ground elevation above sea level; zgl = 0 ft Ground elevation factor; Ke = exp(-0.0000362 ´ zgl/1ft) = 1.00 Exposure category (cl 26.7.3); C Enclosure classification (cl.26.12); Enclosed buildings Internal pressure coef +ve (Table 26.13-1); GCpi_p = 0.18 Internal pressure coef –ve (Table 26.13-1); GCpi_n = -0.18 Parapet internal pressure coef +ve (Table 26.11-1); GCpi_pp = 0.18 Parapet internal pressure coef –ve (Table 26.11-1); GCpi_np = -0.18 Gust effect factor; Gf = 0.85

Topography Topography factor not significant; Kzt = 1.0

Velocity pressure Velocity pressure coefficient (Table 26.10-1); Kz = 1.16 Velocity pressure; qh = 0.00256 ´ Kz ´ Kzt ´ Kd ´ Ke ´ V2 ´ 1psf/mph2 = 34.0 psf

Velocity pressure at parapet Velocity pressure coefficient (Table 26.10-1); Kz = 1.18

BY: SF PAGE: 2 DATE: 10/26/2022

Velocity pressure; qp = 0.00256 ´ Kz ´ Kzt ´ Kd ´ Ke ´ V2 ´ 1psf/mph2 = 34.6 psf

Peak velocity pressure for internal pressure Peak velocity pressure – internal (as roof press.); qi = 34.02 psf

Equations used in tables Net pressure; p = q ´ (GCp) - qi ´ (GCpi);

Parapet net pressure; p = qp x [GCp - GCpi_p];

Components and cladding pressures - Wall (Table 30.5.1 and (Table 30.5.1))

Component Zone Height

(ft)

V press.

(psf)

Length

(ft)

Width

(ft)

Effect Area (ft2)

+GCp -GCp Pres (+ve) (psf)

Pres (-ve) (psf)

<=20 sf (W) 4 68.0 34.0 - - 20.0 0.90 -0.90 36.7

50 sf (W) 4 68.0 34.0 - - 50.0 0.81 -0.84 33.8

100 sf (W) 4 68.0 34.0 - - 100.0 0.75 -0.80 31.6

<=20 sf (L/S)

4 68.0 34.0 - - 20.0 0.90 -0.90 - -36.7

50 sf (L/S) 4 68.0 34.0 - - 50.0 0.81 -0.84 - -34.8

100 sf (L/S) 4 68.0 34.0 - - 100.0 0.75 -0.80 - -33.3

<=20 sf (W) 5 68.0 34.0 - - 20.0 0.90 -1.80 36.7

50 sf (W) 5 68.0 34.0 - - 50.0 0.81 -1.57 33.8

100 sf (W) 5 68.0 34.0 - - 100.0 0.75 -1.40 31.6

<=20 sf (L/S)

5 68.0 34.0 - - 20.0 0.90 -1.80 - -67.4

50 sf (L/S) 5 68.0 34.0 - - 50.0 0.81 -1.57 - -59.6

100 sf (L/S) 5 68.0 34.0 - - 100.0 0.75 -1.40 - -53.8

420 sf (W) 4 35.0 29.6 - - 420.0 0.62 -0.71 24.3

420 sf (L/S) 4 68.0 34.0 - - 420.0 0.62 -0.71 - -30.3

Houston | College Station | Phoenix Civil & Structural Engineers Texas Firm Registration Number 8856 www.h2bengineers.com

5 54 ft

684 ft ft68 ft

Elevation of side wall

5 54 ft

240 ft ft

Elevation of gable wall

C&C Loading for Atrium Curtain Wall evaluation

BY: SF PAGE: 3 DATE: 10/26/2022

Components and cladding pressures - Roof (Table 30.5.1)

Component Zone Length (ft)

Width (ft)

Eff. area (ft2)

+GCp -GCp Pres (+ve) (psf)

Pres (-ve) (psf)

20 sf 1 - - 20.0 - -1.31 - -50.7

50 sf 1 - - 50.0 - -1.19 - -46.8

>100 sf 1 - - 100.1 - -1.11 - -43.7

20 sf 2 - - 20.0 - -2.18 - -80.2

50 sf 2 - - 50.0 - -2.01 - -74.6

>100 sf 2 - - 100.1 - -1.89 - -70.4

20 sf 3 - - 20.0 - -2.18 - -80.2

50 sf 3 - - 50.0 - -2.01 - -74.6

>100 sf 3 - - 100.1 - -1.89 - -70.4

Houston | College Station | Phoenix Civil & Structural Engineers Texas Firm Registration Number 8856 www.h2bengineers.com

# The final net design wind pressure, including all permitted reductions, used in the design shall not be less than 16psf acting in either direction

2 2

3 3

3 3 ft

684 ft ft ft

684 ft ft

30 ft ft

30 ft

Plan on roof

PROJECT: Dallas VAMC - Replace Windows Building J2

SUBJECT: Porte Cochere C&C Loading

BY: CAM PAGE: 1 DATE: 10/13/2022

Houston | College Station | Phoenix Civil & Structural Engineers Texas Firm Registration Number 8856 www.h2bengineers.com

WIND LOADING

In accordance with ASCE7-16

Using the components and cladding design method Tedds calculation version 2.1.10

44 ft ft

Plan

44 ft ft

Elevation

Building data Type of roof; Gable free Length of building; b = 44.00 ft Width of building; d = 44.00 ft Height to eaves; H = 28.00 ft Pitch of roof; a0 = 45.0 deg Mean height; h = 39.00 ft Wind flow; Clear

General wind load requirements Basic wind speed; V = 116.0 mph Risk category; IV Velocity pressure exponent coef (Table 26.6-1); Kd = 0.85 Ground elevation above sea level; zgl = 0 ft Ground elevation factor; Ke = exp(-0.0000362 ´ zgl/1ft) = 1.00 Exposure category (cl 26.7.3); C Enclosure classification (cl.26.12); Open buildings Internal pressure coef +ve (Table 26.13-1); GCpi_p = 0.00 Internal pressure coef –ve (Table 26.13-1); GCpi_n = 0.00 Gust effect factor; Gf = 0.85

Topography Topography factor not significant; Kzt = 1.0

PROJECT: Dallas VAMC - Replace Windows Building J2

BY: CAM PAGE: 2 DATE: 10/13/2022

Velocity pressure Velocity pressure coefficient (Table 26.10-1); Kz = 1.03 Velocity pressure; qh = 0.00256 ´ Kz ´ Kzt ´ Kd ´ Ke ´ V2 ´ 1psf/mph2 = 30.3 psf

Peak velocity pressure for internal pressure Peak velocity pressure – internal (as roof press.); qi = 30.28 psf

Equations used in tables Net pressure; p = qh ´ [GCp - GCpi];

Components and cladding pressures - Roof (Figure 30.7-2)

Component Zone Length (ft)

Width (ft)

Eff. area (ft2)

+CN -CN Pres (+ve) (psf)

Pres (-ve) (psf)

20 sf 1 - - 20.0 1.10 -0.80 28.3 -20.6

50 sf 1 - - 50.0 1.10 -0.80 28.3 -20.6

100 sf 1 - - 100.0 1.10 -0.80 28.3 -20.6

20 sf 2 - - 20.0 1.70 -1.20 43.7 -30.9

50 sf 2 - - 50.0 1.70 -1.20 43.7 -30.9

100 sf 2 - - 100.0 1.10 -0.80 28.3 -20.6

20 sf 3 - - 20.0 1.70 -1.20 43.7 -30.9

50 sf 3 - - 50.0 1.70 -1.20 43.7 -30.9

100 sf 3 - - 100.0 1.10 -0.80 28.3 -20.6

Houston | College Station | Phoenix Civil & Structural Engineers Texas Firm Registration Number 8856 www.h2bengineers.com

4.4 ft

4.4 ft

.4 ft

4.4 ft

4.4 ft

4.

ft

4.

ft

26.4 ft 4.

ft

4.

ft

Plan on roof

SUBJECT: Porte Cochere C&C Loading

CONVERSION TO ASD =

43.7*0.6 = 26.2 PSF

ORIGINAL ASD DESIGN

PRESSURE ON EXIST

DRAWING 2-S8 = 31.4 PSF

(@ APPROX. ELEVATION

OF PORTE-COCHERE)

TS Length = 70' - 1" L/240 = 841 / 240 = 3.5" + 1/4" per 1604.3.7 = 3.75"

DEFLECTION LIMIT

Steel Beam LIC# : KW-06017997, Build:20.22.3.16 H2B, Inc. (c) ENERCALC INC 1983-2022

DESCRIPTION: Atrium TS back-up

Project File: wind.ec6

Project Title:

Engineer:

Project ID:

Project Descr:

CODE REFERENCES

Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16

Material Properties Analysis Method :

ksi Bending Axis : Major Axis Bending

Beam bracing is defined as a set spacing over all spans Load Resistance Factor Design Fy : Steel Yield : 36.0 ksi

Beam Bracing : E: Modulus : 29,000.0

Unbraced Lengths First Brace starts at 23.0 ft from Left-Most support Regular spacing of lateral supports on length of beam = 23.0 ft

.Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight NOT internally calculated and added

Uniform Load : W = 0.01818 ksf, Tributary Width = 5.920 ft, (Wind - Ult - C&C)

.Design N.G.DESIGN SUMMARY Maximum Bending Stress Ratio = 0.280 : 1

Load Combination W Only

Span # where maximum occurs Span # 1

3.772 k Mn * Phi : Allowable 236.520 k-ft Vn * Phi : Allowable

TS16x8x3/8Section used for this span

Span # where maximum occurs Location of maximum on span

Span # 1

Load Combination W Only

202.899 k

Section used for this span TS16x8x3/8 Mu : Applied

Maximum Shear Stress Ratio = 0.019 : 1

0.000 ft

66.109 k-ft Vu : Applied

0 <240.0

Ratio = 0 <240.0

Maximum Deflection Max Downward Transient Deflection 3.581 in 234Ratio = <240.0 Max Upward Transient Deflection 0.000 in Ratio = Max Downward Total Deflection 2.151 in Ratio = >=240.

Max Upward Total Deflection 0.000 in

Span: 1 : W Only Span: 1 : +0.60W

.Maximum Forces & Stresses for Load Combinations

Span # Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios

M V max Mu -max Mu + Rm VnxMu Max Phi*Mnx Cb VuMaxMnx Phi*VnxSegment Length

Dsgn. L = 22.83 ft 1 0.000 262.80 236.52 1.00 1.00 -0.00 225.44 202.90 Dsgn. L = 23.03 ft 1 0.000 262.80 236.52 1.00 1.00 -0.00 225.44 202.90 Dsgn. L = 23.03 ft 1 0.000 262.80 236.52 1.00 1.00 -0.00 225.44 202.90 Dsgn. L = 1.20 ft 1 0.000 262.80 236.52 1.00 1.00 -0.00 225.44 202.90

+0.50W Dsgn. L = 22.83 ft 1 0.123 0.009 29.04 29.04 262.80 236.52 1.47 1.00 1.89 225.44 202.90 Dsgn. L = 23.03 ft 1 0.140 0.003 33.05 29.04 33.05 262.80 236.52 1.01 1.00 0.66 225.44 202.90 Dsgn. L = 23.03 ft 1 0.126 0.009 29.91 2.23 29.91 262.80 236.52 1.40 1.00 1.82 225.44 202.90 Dsgn. L = 1.20 ft 1 0.009 0.009 2.23 2.23 262.80 236.52 1.56 1.00 1.89 225.44 202.90

W Only Dsgn. L = 22.83 ft 1 0.246 0.019 58.08 58.08 262.80 236.52 1.47 1.00 3.77 225.44 202.90 Dsgn. L = 23.03 ft 1 0.280 0.006 66.11 58.08 66.11 262.80 236.52 1.01 1.00 1.31 225.44 202.90 Dsgn. L = 23.03 ft 1 0.253 0.018 59.81 4.46 59.81 262.80 236.52 1.40 1.00 3.64 225.44 202.90 Dsgn. L = 1.20 ft 1 0.019 0.019 4.46 4.46 262.80 236.52 1.56 1.00 3.77 225.44 202.90

Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections

W Only 1 3.5851 35.250 0.0000 0.000

SEE PREVIOUS SHEET FOR TOTAL

ALLOWABLE DEFLECTION PER IBC 2021

Check By:SJB

Steel Beam LIC# : KW-06017997, Build:20.22.3.16 H2B, Inc. (c) ENERCALC INC 1983-2022

DESCRIPTION: Atrium TS back-up

Project File: wind.ec6

Project Title:

Engineer:

Project ID:

Project Descr:

Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS

Overall MAXimum 3.772 3.772 Overall MINimum 1.698 1.698 +0.60W 2.263 2.263 +0.450W 1.698 1.698 W Only 3.772 3.772

Company Designer Job Number Model Name

H2B ENGINEERS

YogeshUnde 22-009 Skylight Framing

Checked By : __________

RISA-3D Version 20 [ Skylight Framing WKG Porte Cochere.r3d ] Page 33

Project Grid Lines

No Data to Print...

Job Number Model Name

H2B ENGINEERS

YogeshUnde 22-009 Skylight Framing

Checked By : __________

RISA-3D Version 20 [ Skylight Framing WKG YU 3.r3d ] Page 1

Hot Rolled Steel Properties

Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Yield [ksi] Ry Fu [ksi] Rt 1 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 0.3 0.65 0.527 42 1.4 58 1.3 5 A500 Gr.B RECT 29000 11154 0.3 0.65 0.527 46 1.4 58 1.3 6 A500 Gr.C RND 29000 11154 0.3 0.65 0.527 46 1.4 62 1.3 7 A500 Gr.C RECT 29000 11154 0.3 0.65 0.527 50 1.4 62 1.3 8 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2 9 A1085 29000 11154 0.3 0.65 0.49 50 1.4 65 1.3

10 A913 Gr.65 29000 11154 0.3 0.65 0.49 65 1.1 80 1.1

Member Primary Data

Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 1 M1 N10 N7 W24X76 Beam None A992 Typical 2 M2 N12 N9 W24X76 Beam None A992 Typical 3 M3 N7 N8 W18X35 Beam None A992 Typical 4 M4 N8 N9 W18X35 Beam None A992 Typical 5 M5 N10 N11 W18X35 Beam None A992 Typical 6 M6 N11 N12 W18X35 Beam None A992 Typical 7 M7 N13 N70 W24X55 Beam None A992 Typical 8 M8 N14 N114 W24X55 Beam None A992 Typical 9 M9 N15 N16 W18X40 Beam None A992 Typical

10 M10 N17 N18 W18X40 Beam None A992 Typical 11 M11 N114 N73 W18X40 Beam None A992 Typical 12 M12 N69 N70 W18X40 Beam None A992 Typical 13 M13 N19 N20 W16X26 Beam None A992 Typical 14 M14 N21 N22 W16X26 Beam None A992 Typical 15 M15 N23 N24 W16X26 Beam None A992 Typical 16 M16 N25 N26 W16X26 Beam None A992 Typical 17 M17 N27 N28 W16X26 Beam None A992 Typical 18 M18 N29 N30 W16X26 Beam None A992 Typical 19 M19 N31 N32 W16X26 Beam None A992 Typical 20 M20 N33 N34 W16X26 Beam None A992 Typical 21 M21 N35 N36 W16X26 Beam None A992 Typical 22 M22 N37 N38 W16X26 Beam None A992 Typical 23 M23 N39 N40 W16X26 Beam None A992 Typical 24 M24 N41 N42 W16X26 Beam None A992 Typical 25 M25 N46 N43 W6X9 Beam None A992 Typical 26 M26 N52 N44 W6X9 Beam None A992 Typical 27 M27 N45 N46 W6X9 Beam None A992 Typical 28 M28 N47 N53 W6X9 Beam None A992 Typical 29 M29 N50 N48 W6X9 Beam None A992 Typical 30 M30 N49 N50 W6X9 Beam None A992 Typical 31 M31 N51 N52 W6X9 Beam None A992 Typical 32 M32 N53 N54 W6X9 Beam None A992 Typical 33 M33 N55 N56 C4X5.4 Beam None A36 Gr.36 Typical 34 M34 N57 N58 C4X5.4 Beam None A36 Gr.36 Typical 35 M35 N59 N60 C4X5.4 Beam None A36 Gr.36 Typical 36 M36 N61 N62 C4X5.4 Beam None A36 Gr.36 Typical 37 M37 N63 N64 C4X5.4 Beam None A36 Gr.36 Typical 38 M38 N65 N66 C4X5.4 Beam None A36 Gr.36 Typical 39 M39 N67 N68 C4X5.4 Beam None A36 Gr.36 Typical 40 M40 N115 N69 C4X5.4 Beam None A36 Gr.36 Typical 41 M41 N70 N116 C4X5.4 Beam None A36 Gr.36 Typical

SJB

Job Number Model Name

H2B ENGINEERS

YogeshUnde 22-009 Skylight Framing

Checked By : __________

RISA-3D Version 20 [ Skylight Framing WKG YU 3.r3d ] Page 2

Member Primary Data (Continued)

Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 42 M42 N71 N72 C4X5.4 Beam None A36 Gr.36 Typical 43 M43 N73 N117 C4X5.4 Beam None A36 Gr.36 Typical 44 M44 N74 N75 C4X5.4 Beam None A36 Gr.36 Typical 45 M45 N76 N77 C4X5.4 Beam None A36 Gr.36 Typical 46 M46 N78 N79 C4X5.4 Beam None A36 Gr.36 Typical 47 M47 N80 N81 C4X5.4 Beam None A36 Gr.36 Typical 48 M48 N82 N83 C4X5.4 Beam None A36 Gr.36 Typical 49 M49 N84 N85 C4X5.4 Beam None A36 Gr.36 Typical 50 M50 N86 N87 C4X5.4 Beam None A36 Gr.36 Typical 51 M51 N88 N89 C4X5.4 Beam None A36 Gr.36 Typical 52 M52 N90 N91 C4X5.4 Beam None A36 Gr.36 Typical 53 M53 N92 N93 C4X5.4 Beam None A36 Gr.36 Typical 54 M54 N94 N95 C4X5.4 Beam None A36 Gr.36 Typical 55 M55 N96 N97 C4X5.4 Beam None A36 Gr.36 Typical 56 M56 N98 N99 C4X5.4 Beam None A36 Gr.36 Typical 57 M57 N100 N101 C4X5.4 Beam None A36 Gr.36 Typical 58 M58 N102 N103 C4X5.4 Beam None A36 Gr.36 Typical 59 M59 N104 N105 C4X5.4 Beam None A36 Gr.36 Typical 60 M60 N106 N107 C4X5.4 Beam None A36 Gr.36 Typical 61 M61 N108 N109 C4X5.4 Beam None A36 Gr.36 Typical 62 M62 N110 N111 C4X5.4 Beam None A36 Gr.36 Typical 63 M63 N112 N113 C4X5.4 Beam None A36 Gr.36 Typical 64 M64 N114 N118 C4X5.4 Beam None A36 Gr.36 Typical 65 M65 N115 N116 90 C12X20.7 Beam None A36 Gr.36 Typical 66 M66 N116 N117 90 C12X20.7 Beam None A36 Gr.36 Typical 67 M67 N117 N118 90 C12X20.7 Beam None A36 Gr.36 Typical 68 M68 N118 N115 90 C12X20.7 Beam None A36 Gr.36 Typical 69 M69 N146 N115 HSS6X2X4 VBrace None A500 Gr.B RECT Typical 70 M70 N146 N116 HSS6X2X4 VBrace None A500 Gr.B RECT Typical 71 M71 N146 N117 HSS6X2X4 VBrace None A500 Gr.B RECT Typical 72 M72 N146 N118 HSS6X2X4 VBrace None A500 Gr.B RECT Typical 73 M73 N146 N147 HSS6X2X4 VBrace None A500 Gr.B RECT Typical 74 M74 N146 N119 HSS6X2X4 VBrace None A500 Gr.B RECT Typical 75 M75 N146 N120 HSS6X2X4 VBrace None A500 Gr.B RECT Typical 76 M76 N146 N121 HSS6X2X4 VBrace None A500 Gr.B RECT Typical 77 M77 N138 N122 HSS6X2X4 VBrace None A500 Gr.B RECT Typical 78 M78 N140 N123 HSS6X2X4 VBrace None A500 Gr.B RECT Typical 79 M79 N128 N124 HSS6X2X4 VBrace None A500 Gr.B RECT Typical 80 M80 N126 N125 HSS6X2X4 VBrace None A500 Gr.B RECT Typical 81 M81 N126 N127 HSS6X2X4 VBrace None A500 Gr.B RECT Typical 82 M82 N128 N129 HSS6X2X4 VBrace None A500 Gr.B RECT Typical 83 M83 N134 N130 HSS6X2X4 VBrace None A500 Gr.B RECT Typical 84 M84 N132 N131 HSS6X2X4 VBrace None A500 Gr.B RECT Typical 85 M85 N132 N133 HSS6X2X4 VBrace None A500 Gr.B RECT Typical 86 M86 N134 N135 HSS6X2X4 VBrace None A500 Gr.B RECT Typical 87 M87 N145 N144 HSS6X2X4 VBrace None A500 Gr.B RECT Typical 88 M88 N143 N142 HSS6X2X4 VBrace None A500 Gr.B RECT Typical 89 M89 N143 N136 HSS6X2X4 VBrace None A500 Gr.B RECT Typical 90 M90 N145 N137 HSS6X2X4 VBrace None A500 Gr.B RECT Typical 91 M91 N138 N139 HSS6X2X4 VBrace None A500 Gr.B RECT Typical 92 M92 N140 N141 HSS6X2X4 VBrace None A500 Gr.B RECT Typical 93 M93 N115 N55 L2.5X2.5X4 VBrace Single Angle A36 Gr.36 Typical 94 M94 N55 N58 L2.5X2.5X4 VBrace Single Angle A36 Gr.36 Typical 95 M95 N58 N59 L2.5X2.5X4 VBrace Single Angle A36 Gr.36 Typical 96 M96 N59 N62 L2.5X2.5X4 VBrace Single Angle A36 Gr.36 Typical

Job Number Model Name

H2B ENGINEERS

YogeshUnde 22-009 Skylight Framing

Checked By : __________

RISA-3D Version 20 [ Skylight Framing WKG YU 3.r3d ] Page 3

Member Primary Data (Continued)

Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 97 M97 N62 N63 L2.5X2.5X4 VBrace Single Angle A36 Gr.36 Typical 98 M98 N63 N66 L2.5X2.5X4 VBrace Single Angle A36 Gr.36 Typical 99 M99 N66 N67 L2.5X2.5X6 VBrace Single Angle A36 Gr.36 Typical

100 M100 N67 N116 L2.5X2.5X6 VBrace Single Angle A36 Gr.36 Typical 101 M101 N116 N71 L2.5X2.5X6 VBrace Single Angle A36 Gr.36 Typical 102 M102 N71 N148 L2.5X2.5X6 VBrace Single Angle A36 Gr.36 Typical 103 M103 N148 N76 L2.5X2.5X4 VBrace Single Angle A36 Gr.36 Typical 104 M104 N76 N79 L2.5X2.5X4 VBrace Single Angle A36 Gr.36 Typical 105 M105 N79 N80 L2.5X2.5X4 VBrace Single Angle A36 Gr.36 Typical 106 M106 N80 N83 L2.5X2.5X4 VBrace Single Angle A36 Gr.36 Typical 107 M107 N83 N84 L2.5X2.5X6 VBrace Single Angle A36 Gr.36 Typical 108 M108 N84 N117 L2.5X2.5X6 VBrace Single Angle A36 Gr.36 Typical 109 M109 N117 N98 L2.5X2.5X6 VBrace Single Angle A36 Gr.36 Typical 110 M110 N98 N97 L2.5X2.5X6 VBrace Single Angle A36 Gr.36 Typical 111 M111 N97 N94 L2.5X2.5X4 VBrace Single Angle A36 Gr.36 Typical 112 M112 N94 N93 L2.5X2.5X4 VBrace Single Angle A36 Gr.36 Typical 113 M113 N93 N90 L2.5X2.5X4 VBrace Single Angle A36 Gr.36 Typical 114 M114 N90 N89 L2.5X2.5X4 VBrace Single Angle A36 Gr.36 Typical 115 M115 N89 N86 L2.5X2.5X6 VBrace Single Angle A36 Gr.36 Typical 116 M116 N86 N118 L2.5X2.5X6 VBrace Single Angle A36 Gr.36 Typical 117 M117 N118 N112 L2.5X2.5X6 VBrace Single Angle A36 Gr.36 Typical 118 M118 N112 N111 L2.5X2.5X6 VBrace Single Angle A36 Gr.36 Typical 119 M119 N111 N108 L2.5X2.5X4 VBrace Single Angle A36 Gr.36 Typical 120 M120 N108 N107 L2.5X2.5X4 VBrace Single Angle A36 Gr.36 Typical 121 M121 N107 N104 L2.5X2.5X4 VBrace Single Angle A36 Gr.36 Typical 122 M122 N104 N103 L2.5X2.5X4 VBrace Single Angle A36 Gr.36 Typical 123 M123 N103 N100 L2.5X2.5X4 VBrace Single Angle A36 Gr.36 Typical 124 M124 N100 N115 L2.5X2.5X4 VBrace Single Angle A36 Gr.36 Typical

Member Advanced Data

Label I Release J Release Physical Deflection Ratio Options Seismic DR 1 M1 BenPIN AllPIN Yes Default None 2 M2 BenPIN AllPIN Yes Default None 3 M3 BenPIN AllPIN Yes Default None 4 M4 BenPIN AllPIN Yes Default None 5 M5 BenPIN AllPIN Yes Default None 6 M6 BenPIN AllPIN Yes Default None 7 M7 BenPIN AllPIN Yes Default None 8 M8 BenPIN AllPIN Yes Default None 9 M9 BenPIN AllPIN Yes Default None

10 M10 BenPIN AllPIN Yes Default None 11 M11 BenPIN AllPIN Yes Default None 12 M12 BenPIN AllPIN Yes Default None 13 M13 BenPIN AllPIN Yes Default None 14 M14 BenPIN AllPIN Yes Default None 15 M15 BenPIN AllPIN Yes Default None 16 M16 BenPIN AllPIN Yes Default None 17 M17 BenPIN AllPIN Yes Default None 18 M18 BenPIN AllPIN Yes Default None 19 M19 BenPIN AllPIN Yes Default None 20 M20 BenPIN AllPIN Yes Default None 21 M21 BenPIN AllPIN Yes Default None 22 M22 BenPIN AllPIN Yes Default None 23 M23 BenPIN AllPIN Yes Default None 24 M24 BenPIN AllPIN Yes Default None

Job Number Model Name

H2B ENGINEERS

YogeshUnde 22-009 Skylight Framing

Checked By : __________

RISA-3D Version 20 [ Skylight Framing WKG YU 3.r3d ] Page 4

Member Advanced Data (Continued)

Label I Release J Release Physical Deflection Ratio Options Seismic DR 25 M25 BenPIN AllPIN Yes Default None 26 M26 BenPIN AllPIN Yes Default None 27 M27 BenPIN AllPIN Yes Default None 28 M28 BenPIN AllPIN Yes Default None 29 M29 BenPIN AllPIN Yes Default None 30 M30 BenPIN AllPIN Yes Default None 31 M31 BenPIN AllPIN Yes Default None 32 M32 BenPIN AllPIN Yes Default None 33 M33 BenPIN AllPIN Yes Default None 34 M34 BenPIN AllPIN Yes Default None 35 M35 BenPIN AllPIN Yes Default None 36 M36 BenPIN AllPIN Yes Default None 37 M37 BenPIN AllPIN Yes Default None 38 M38 BenPIN AllPIN Yes Default None 39 M39 BenPIN AllPIN Yes Default None 40 M40 BenPIN AllPIN Yes Default None 41 M41 BenPIN AllPIN Yes Default None 42 M42 BenPIN AllPIN Yes Default None 43 M43 BenPIN AllPIN Yes Default None 44 M44 BenPIN AllPIN Yes Default None 45 M45 BenPIN AllPIN Yes Default None 46 M46 BenPIN AllPIN Yes Default None 47 M47 BenPIN AllPIN Yes Default None 48 M48 BenPIN AllPIN Yes Default None 49 M49 BenPIN AllPIN Yes Default None 50 M50 BenPIN AllPIN Yes Default None 51 M51 BenPIN AllPIN Yes Default None 52 M52 BenPIN AllPIN Yes Default None 53 M53 BenPIN AllPIN Yes Default None 54 M54 BenPIN AllPIN Yes Default None 55 M55 BenPIN AllPIN Yes Default None 56 M56 BenPIN AllPIN Yes Default None 57 M57 BenPIN AllPIN Yes Default None 58 M58 BenPIN AllPIN Yes Default None 59 M59 BenPIN AllPIN Yes Default None 60 M60 BenPIN AllPIN Yes Default None 61 M61 BenPIN AllPIN Yes Default None 62 M62 BenPIN AllPIN Yes Default None 63 M63 BenPIN AllPIN Yes Default None 64 M64 BenPIN AllPIN Yes Default None 65 M65 BenPIN AllPIN Yes Default None 66 M66 BenPIN AllPIN Yes Default None 67 M67 BenPIN AllPIN Yes Default None 68 M68 BenPIN AllPIN Yes Default None 69 M69 BenPIN AllPIN Yes ** NA ** None 70 M70 BenPIN AllPIN Yes ** NA ** None 71 M71 BenPIN AllPIN Yes ** NA ** None 72 M72 BenPIN AllPIN Yes ** NA ** None 73 M73 BenPIN AllPIN Yes ** NA ** None 74 M74 BenPIN AllPIN Yes ** NA ** None 75 M75 BenPIN AllPIN Yes ** NA ** None 76 M76 BenPIN AllPIN Yes ** NA ** None 77 M77 BenPIN AllPIN Yes ** NA ** None 78 M78 BenPIN AllPIN Yes ** NA ** None 79 M79 BenPIN AllPIN Yes ** NA ** None

Job Number Model Name

H2B ENGINEERS

YogeshUnde 22-009 Skylight Framing

Checked By : __________

RISA-3D Version 20 [ Skylight Framing WKG YU 3.r3d ] Page 5

Member Advanced Data (Continued)

Label I Release J Release Physical Deflection Ratio Options Seismic DR 80 M80 BenPIN AllPIN Yes ** NA ** None 81 M81 BenPIN AllPIN Yes ** NA ** None 82 M82 BenPIN AllPIN Yes ** NA ** None 83 M83 BenPIN AllPIN Yes ** NA ** None 84 M84 BenPIN AllPIN Yes ** NA ** None 85 M85 BenPIN AllPIN Yes ** NA ** None 86 M86 BenPIN AllPIN Yes ** NA ** None 87 M87 BenPIN AllPIN Yes ** NA ** None 88 M88 BenPIN AllPIN Yes ** NA ** None 89 M89 BenPIN AllPIN Yes ** NA ** None 90 M90 BenPIN AllPIN Yes ** NA ** None 91 M91 BenPIN AllPIN Yes ** NA ** None 92 M92 BenPIN AllPIN Yes ** NA ** None 93 M93 BenPIN AllPIN Yes ** NA ** None 94 M94 BenPIN AllPIN Yes ** NA ** None 95 M95 BenPIN AllPIN Yes ** NA ** None 96 M96 BenPIN AllPIN Yes ** NA ** None 97 M97 BenPIN AllPIN Yes ** NA ** None 98 M98 BenPIN AllPIN Yes ** NA ** None 99 M99 BenPIN AllPIN Yes ** NA ** None

100 M100 BenPIN AllPIN Yes ** NA ** None 101 M101 BenPIN AllPIN Yes ** NA ** None 102 M102 BenPIN AllPIN Yes ** NA ** None 103 M103 BenPIN AllPIN Yes ** NA ** None 104 M104 BenPIN AllPIN Yes ** NA ** None 105 M105 BenPIN AllPIN Yes ** NA ** None 106 M106 BenPIN AllPIN Yes ** NA ** None 107 M107 BenPIN AllPIN Yes ** NA ** None 108 M108 BenPIN AllPIN Yes ** NA ** None 109 M109 BenPIN AllPIN Yes ** NA ** None 110 M110 BenPIN AllPIN Yes ** NA ** None 111 M111 BenPIN AllPIN Yes ** NA ** None 112 M112 BenPIN AllPIN Yes ** NA ** None 113 M113 BenPIN AllPIN Yes ** NA ** None 114 M114 BenPIN AllPIN Yes ** NA ** None 115 M115 BenPIN AllPIN Yes ** NA ** None 116 M116 BenPIN AllPIN Yes ** NA ** None 117 M117 BenPIN AllPIN Yes ** NA ** None 118 M118 BenPIN AllPIN Yes ** NA ** None 119 M119 BenPIN AllPIN Yes ** NA ** None 120 M120 BenPIN AllPIN Yes ** NA ** None 121 M121 BenPIN AllPIN Yes ** NA ** None 122 M122 BenPIN AllPIN Yes ** NA ** None 123 M123 BenPIN AllPIN Yes ** NA ** None 124 M124 BenPIN AllPIN Yes ** NA ** None

Design Size and Code Check Parameters

Label Max Axial/Bending Chk Max Shear Chk 1 Typical 1 1

Job Number Model Name

H2B ENGINEERS

YogeshUnde 22-009 Skylight Framing

Checked By : __________

RISA-3D Version 20 [ Skylight Framing WKG YU 3.r3d ] Page 6

Concrete Rebar Parameters

LabelOptimize Rebar ?Min Flex BarMax Flex BarShear BarLegs per StirrupTop (Column) Cover [in]Bottom Cover [in]Side Cover [in]Top/Bottom BarsAdd'l Side BarsShear Bar Spacing [in]

1 Typical Optimize #6 #10 #4 2 1.5 1.5 1.5 2 1 12

Deflection Design

Label LC Ratio LC Ratio LC Ratio 1 Typical 1 240 2 360 3 240

Member Area Loads (BLC 1 : DL)

Node A Node B Node C Node D Direction Load Direction Magnitude [ksf] 1 N9 N8 N70 N16 Y A-B -0.02 2 N12 N11 N114 N73 Y A-B -0.02 3 N3 N10 N17 N114 Y A-B -0.02 4 N8 N7 N17 N69 Y A-B -0.02 5 N115 N116 N146 Y A-B -0.012 6 N116 N117 N146 Y A-B -0.012 7 N117 N118 N146 Y A-B -0.012 8 N118 N115 N146 Y A-B -0.012

Member Area Loads (BLC 2 : LL)

Node A Node B Node C Node D Direction Load Direction Magnitude [ksf] 1 N9 N8 N70 N16 Y A-B -0.02 2 N12 N11 N114 N73 Y A-B -0.02 3 N3 N10 N17 N114 Y A-B -0.02 4 N8 N7 N17 N69 Y A-B -0.02

Member Area Loads (BLC 3 : WLX)

Node A Node B Node C Direction Load Direction Magnitude [ksf]

1 N115 N116 N146 PX A-B -0.032

2 N116 N117 N146 PX A-B -0.032

Member Area Loads (BLC 4 : WLZ)

Node A Node B Node C Direction Load Direction Magnitude [ksf]

1 N115 N118 N146 PZ A-B -0.032

2 N115 N116 N146 PZ A-B -0.032

Member Area Loads (BLC 5 : WL_Uplift)

Node A Node B Node C Direction Load Direction Magnitude [ksf]

1 N115 N116 N146 PY A-B 0.051

2 N116 N117 N146 PY A-B 0.051

3 N117 N118 N146 PY A-B 0.051

4 N118 N115 N146 PY A-B 0.051

Basic Load Cases

BLC Description Category Y Gravity Distributed Area(Member)

1 DL DL -1 8

2 LL LL 4

Job Number Model Name

H2B ENGINEERS

YogeshUnde 22-009 Skylight Framing

Checked By : __________

RISA-3D Version 20 [ Skylight Framing WKG YU 3.r3d ] Page 7

Basic Load Cases (Continued)

BLC Description Category Y Gravity Distributed Area(Member)

3 WLX WLX 2

4 WLZ WLZ 2

5 WL_Uplift WLY 4 6 BLC 1 Transient Area Loads None 256 7 BLC 2 Transient Area Loads None 200 8 BLC 3 Transient Area Loads None 28 9 BLC 4 Transient Area Loads None 28

10 BLC 5 Transient Area Loads None 56

Load Combinations

Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor 1 Deflection 1 Yes Y DL 1 2 Deflection 2 Yes Y LL 1 3 Deflection 3 Yes Y DL 1 LL 1 4 IBC 16-1 Yes Y DL 1.4 5 IBC 16-2 (a) Yes Y DL 1.2 LL 1.6 LLS 1.6 6 IBC 16-3 (b) (a) x Yes Y DL 1.2 3 0.5 7 IBC 16-3 (b) (b) x Yes Y DL 1.2 3 -0.5 8 IBC 16-4 (a) (a) x Yes Y DL 1.2 3 1 LL 0.5 LLS 1 9 IBC 16-4 (a) (b) x Yes Y DL 1.2 3 -1 LL 0.5 LLS 1

10 IBC 16-6 (a) x Yes Y DL 0.9 3 1 11 IBC 16-6 (b) x Yes Y DL 0.9 3 -1 12 IBC 16-3 (b) (a) z Yes Y DL 1.2 4 0.5 13 IBC 16-3 (b) (b) z Yes Y DL 1.2 4 -0.5 14 IBC 16-4 (a) (a) z Yes Y DL 1.2 4 1 LL 0.5 LLS 1 15 IBC 16-4 (a) (b) z Yes Y DL 1.2 4 -1 LL 0.5 LLS 1 16 IBC 16-6 (a) z Yes Y DL 0.9 4 1 17 IBC 16-6 (b) z Yes Y DL 0.9 4 -1 18 Uplift Yes Y DL 0.9 5 1

Load Combination Design

Description Service Hot Rolled Cold Formed Wood Concrete Masonry Aluminum Stainless Connection 1 Deflection 1 Yes Yes Yes Yes Yes Yes Yes Yes Yes 2 Deflection 2 Yes Yes Yes Yes Yes Yes Yes Yes Yes 3 Deflection 3 Yes Yes Yes Yes Yes Yes Yes Yes Yes 4 IBC 16-1 Yes Yes Yes Yes Yes Yes Yes 5 IBC 16-2 (a) Yes Yes Yes Yes Yes Yes Yes 6 IBC 16-3 (b) (a) x Yes Yes Yes Yes Yes Yes Yes 7 IBC 16-3 (b) (b) x Yes Yes Yes Yes Yes Yes Yes 8 IBC 16-4 (a) (a) x Yes Yes Yes Yes Yes Yes Yes 9 IBC 16-4 (a) (b) x Yes Yes Yes Yes Yes Yes Yes

10 IBC 16-6 (a) x Yes Yes Yes Yes Yes Yes Yes 11 IBC 16-6 (b) x Yes Yes Yes Yes Yes Yes Yes 12 IBC 16-3 (b) (a) z Yes Yes Yes Yes Yes Yes Yes 13 IBC 16-3 (b) (b) z Yes Yes Yes Yes Yes Yes Yes Yes 14 IBC 16-4 (a) (a) z Yes Yes Yes Yes Yes Yes Yes Yes 15 IBC 16-4 (a) (b) z Yes Yes Yes Yes Yes Yes Yes Yes 16 IBC 16-6 (a) z Yes Yes Yes Yes Yes Yes Yes Yes 17 IBC 16-6 (b) z Yes Yes Yes Yes Yes Yes Yes Yes 18 Uplift Yes Yes Yes Yes Yes Yes Yes Yes

Job Number Model Name

H2B ENGINEERS

YogeshUnde 22-009 Skylight Framing

Checked By : __________

RISA-3D Version 20 [ Skylight Framing WKG YU 3.r3d ] Page 8

Node Reactions

LC Node Label X [k] Y [k] Z [k] MX [k-ft] MY [k-ft] MZ [k-ft]

1 1 N13 -22.999 14.325 0 0 LOCKED LOCKED

2 1 N14 0 14.667 0 0 LOCKED LOCKED

3 1 N12 0 9.633 0 0 LOCKED LOCKED

4 1 N10 5.655 7.474 0.235 0 LOCKED 0

5 1 N7 5.598 9.695 -0.235 LOCKED LOCKED 0

6 1 N9 11.746 7.548 0 LOCKED LOCKED LOCKED

7 1 N117 NC NC NC LOCKED LOCKED NC

8 1 N116 NC NC NC LOCKED LOCKED NC

9 1 N118 NC NC NC LOCKED LOCKED NC

10 1 N115 NC NC NC NC LOCKED LOCKED

11 1 N28 NC NC NC NC NC LOCKED

12 1 N11 NC NC NC LOCKED NC NC

13 1 N8 NC NC NC LOCKED NC NC

14 1 N76 NC NC NC NC NC LOCKED

15 1 N106 NC NC NC NC NC LOCKED

16 1 N64 NC NC NC NC NC LOCKED

17 1 N147 NC NC NC NC NC LOCKED

18 1 N140 NC NC NC LOCKED NC NC

19 1 N124 NC NC NC NC NC LOCKED

20 1 N77 NC NC NC NC NC LOCKED

21 1 N146 NC NC NC NC LOCKED LOCKED

22 1 N16 NC NC NC LOCKED NC NC

23 1 Totals: 0 63.343 0 24 1 COG (ft): X: 22.589 Y: 1.45 Z: -21.339

25 2 N13 -6.187 4.19 0 0 LOCKED LOCKED

26 2 N14 0 4.411 0 0 LOCKED LOCKED

27 2 N12 0 3.372 0 0 LOCKED LOCKED

28 2 N10 1.519 2.865 0.07 0 LOCKED 0

29 2 N7 1.5 3.387 -0.07 LOCKED LOCKED 0

30 2 N9 3.167 2.865 0 LOCKED LOCKED LOCKED

31 2 N117 NC NC NC LOCKED LOCKED NC

32 2 N116 NC NC NC LOCKED LOCKED NC

33 2 N118 NC NC NC LOCKED LOCKED NC

34 2 N115 NC NC NC NC LOCKED LOCKED

35 2 N28 NC NC NC NC NC LOCKED

36 2 N11 NC NC NC LOCKED NC NC

37 2 N8 NC NC NC LOCKED NC NC

38 2 N76 NC NC NC NC NC LOCKED

39 2 N106 NC NC NC NC NC LOCKED

40 2 N64 NC NC NC NC NC LOCKED

41 2 N147 NC NC NC NC NC LOCKED

42 2 N140 NC NC NC LOCKED NC NC

43 2 N124 NC NC NC NC NC LOCKED

44 2 N77 NC NC NC NC NC LOCKED

45 2 N146 NC NC NC NC LOCKED LOCKED

46 2 N16 NC NC NC LOCKED NC NC

47 2 Totals: 0 21.089 0 48 2 COG (ft): X: 22.433 Y: 0 Z: -21.319

49 3 N13 -29.199 18.447 0 0 LOCKED LOCKED

50 3 N14 0 19.083 0 0 LOCKED LOCKED

51 3 N12 0 13.008 0 0 LOCKED LOCKED

52 3 N10 7.183 10.333 0.283 0 LOCKED 0

53 3 N7 7.119 13.122 -0.283 LOCKED LOCKED 0

54 3 N9 14.896 10.439 0 LOCKED LOCKED LOCKED

55 3 N117 NC NC NC LOCKED LOCKED NC

Job Number Model Name

H2B ENGINEERS

YogeshUnde 22-009 Skylight Framing

Checked By : __________

RISA-3D Version 20 [ Skylight Framing WKG YU 3.r3d ] Page 9

Node Reactions (Continued)

LC Node Label X [k] Y [k] Z [k] MX [k-ft] MY [k-ft] MZ [k-ft]

56 3 N116 NC NC NC LOCKED LOCKED NC

57 3 N118 NC NC NC LOCKED LOCKED NC

58 3 N115 NC NC NC NC LOCKED LOCKED

59 3 N28 NC NC NC NC NC LOCKED

60 3 N11 NC NC NC LOCKED NC NC

61 3 N129 NC NC NC NC NC LOCKED

62 3 N76 NC NC NC NC NC LOCKED

63 3 N106 NC NC NC NC NC LOCKED

64 3 N105 NC NC NC NC NC LOCKED

65 3 N146 NC NC NC NC LOCKED LOCKED

66 3 N147 NC NC NC NC NC LOCKED

67 3 N140 NC NC NC LOCKED NC NC

68 3 N77 NC NC NC NC NC LOCKED

69 3 N8 NC NC NC LOCKED NC NC

70 3 N16 NC NC NC LOCKED NC NC

71 3 Totals: 0 84.432 0 72 3 COG (ft): X: 22.55 Y: 1.088 Z: -21.334

73 4 N13 -32.201 19.984 0 0 LOCKED LOCKED

74 4 N14 0 20.536 0 0 LOCKED LOCKED

75 4 N12 0 13.491 0 0 LOCKED LOCKED

76 4 N10 7.924 10.458 0.307 0 LOCKED 0

77 4 N7 7.855 13.615 -0.307 LOCKED LOCKED 0

78 4 N9 16.423 10.596 0 LOCKED LOCKED LOCKED

79 4 N117 NC NC NC LOCKED LOCKED NC

80 4 N116 NC NC NC LOCKED LOCKED NC

81 4 N118 NC NC NC LOCKED LOCKED NC

82 4 N115 NC NC NC NC LOCKED LOCKED

83 4 N28 NC NC NC NC NC LOCKED

84 4 N11 NC NC NC LOCKED NC NC

85 4 N8 NC NC NC LOCKED NC NC

86 4 N76 NC NC NC NC NC LOCKED

87 4 N106 NC NC NC NC NC LOCKED

88 4 N64 NC NC NC NC NC LOCKED

89 4 N147 NC NC NC NC NC LOCKED

90 4 N140 NC NC NC LOCKED NC NC

91 4 N124 NC NC NC NC NC LOCKED

92 4 N77 NC NC NC NC NC LOCKED

93 4 N146 NC NC NC NC LOCKED LOCKED

94 4 N16 NC NC NC LOCKED NC NC

95 4 Totals: 0 88.68 0 96 4 COG (ft): X: 22.589 Y: 1.45 Z: -21.339

97 5 N13 -37.521 23.724 0 0 LOCKED LOCKED

98 5 N14 0 24.669 0 0 LOCKED LOCKED

99 5 N12 0 16.963 0 0 LOCKED LOCKED

100 5 N10 9.236 13.537 0.341 0 LOCKED 0

101 5 N7 9.167 17.154 -0.341 LOCKED LOCKED 0

102 5 N9 19.118 13.707 0 LOCKED LOCKED LOCKED

103 5 N117 NC NC NC LOCKED LOCKED NC

104 5 N116 NC NC NC LOCKED LOCKED NC

105 5 N118 NC NC NC LOCKED LOCKED NC

106 5 N115 NC NC NC NC LOCKED LOCKED

107 5 N28 NC NC NC NC NC LOCKED

108 5 N11 NC NC NC LOCKED NC NC

109 5 N8 NC NC NC LOCKED NC NC

110 5 N76 NC NC NC NC NC LOCKED

Job Number Model Name

H2B ENGINEERS

YogeshUnde 22-009 Skylight Framing

Checked By : __________

RISA-3D Version 20 [ Skylight Framing WKG YU 3.r3d ] Page 10

Node Reactions (Continued)

LC Node Label X [k] Y [k] Z [k] MX [k-ft] MY [k-ft] MZ [k-ft]

111 5 N106 NC NC NC NC NC LOCKED

112 5 N64 NC NC NC NC NC LOCKED

113 5 N147 NC NC NC NC NC LOCKED

114 5 N140 NC NC NC LOCKED NC NC

115 5 N124 NC NC NC NC NC LOCKED

116 5 N77 NC NC NC NC NC LOCKED

117 5 N146 NC NC NC NC LOCKED LOCKED

118 5 N16 NC NC NC LOCKED NC NC

119 5 Totals: 0 109.754 0 120 5 COG (ft): X: 22.541 Y: 1.004 Z: -21.333

121 6 N13 -25.06 16.757 0 0 LOCKED LOCKED

122 6 N14 0 17.732 0 0 LOCKED LOCKED

123 6 N12 0 11.639 0 0 LOCKED LOCKED

124 6 N10 7.392 9.064 0.263 0 LOCKED 0

125 6 N7 7.323 11.691 -0.263 LOCKED LOCKED 0

126 6 N9 15.265 9.129 0 LOCKED LOCKED LOCKED

127 6 N117 NC NC NC LOCKED LOCKED NC

128 6 N116 NC NC NC LOCKED LOCKED NC

129 6 N118 NC NC NC LOCKED LOCKED NC

130 6 N115 NC NC NC NC LOCKED LOCKED

131 6 N28 NC NC NC NC NC LOCKED

132 6 N11 NC NC NC LOCKED NC NC

133 6 N8 NC NC NC LOCKED NC NC

134 6 N76 NC NC NC NC NC LOCKED

135 6 N106 NC NC NC NC NC LOCKED

136 6 N64 NC NC NC NC NC LOCKED

137 6 N147 NC NC NC NC NC LOCKED

138 6 N140 NC NC NC LOCKED NC NC

139 6 N124 NC NC NC NC NC LOCKED

140 6 N77 NC NC NC NC NC LOCKED

141 6 N146 NC NC NC NC LOCKED LOCKED

142 6 N16 NC NC NC LOCKED NC NC

143 6 Totals: 4.92 76.011 0 144 6 COG (ft): X: 22.589 Y: 1.45 Z: -21.339

145 7 N13 -30.142 17.563 0 0 LOCKED LOCKED

146 7 N14 0 17.472 0 0 LOCKED LOCKED

147 7 N12 0 11.485 0 0 LOCKED LOCKED

148 7 N10 6.188 8.869 0.281 0 LOCKED 0

149 7 N7 6.129 11.613 -0.281 LOCKED LOCKED 0

150 7 N9 12.906 9.01 0 LOCKED LOCKED LOCKED

151 7 N117 NC NC NC LOCKED LOCKED NC

152 7 N116 NC NC NC LOCKED LOCKED NC

153 7 N118 NC NC NC LOCKED LOCKED NC

154 7 N115 NC NC NC NC LOCKED LOCKED

155 7 N28 NC NC NC NC NC LOCKED

156 7 N11 NC NC NC LOCKED NC NC

157 7 N8 NC NC NC LOCKED NC NC

158 7 N76 NC NC NC NC NC LOCKED

159 7 N106 NC NC NC NC NC LOCKED

160 7 N64 NC NC NC NC NC LOCKED

161 7 N147 NC NC NC NC NC LOCKED

162 7 N140 NC NC NC LOCKED NC NC

163 7 N124 NC NC NC NC NC LOCKED

164 7 N77 NC NC NC NC NC LOCKED

165 7 N146 NC NC NC NC LOCKED LOCKED

Job Number Model Name

H2B ENGINEERS

YogeshUnde 22-009 Skylight Framing

Checked By : __________

RISA-3D Version 20 [ Skylight Framing WKG YU 3.r3d ] Page 11

Node Reactions (Continued)

LC Node Label X [k] Y [k] Z [k] MX [k-ft] MY [k-ft] MZ [k-ft]

166 7 N16 NC NC NC LOCKED NC NC

167 7 Totals: -4.92 76.011 0 168 7 COG (ft): X: 22.589 Y: 1.45 Z: -21.339

169 8 N13 -25.623 18.416 0 0 LOCKED LOCKED

170 8 N14 0 20.071 0 0 LOCKED LOCKED

171 8 N12 0 13.401 0 0 LOCKED LOCKED

172 8 N10 8.762 10.588 0.271 0 LOCKED 0

173 8 N7 8.686 13.445 -0.271 LOCKED LOCKED 0

174 8 N9 18.014 10.634 0 LOCKED LOCKED LOCKED

175 8 N117 NC NC NC LOCKED LOCKED NC

176 8 N116 NC NC NC LOCKED LOCKED NC

177 8 N118 NC NC NC LOCKED LOCKED NC

178 8 N115 NC NC NC NC LOCKED LOCKED

179 8 N28 NC NC NC NC NC LOCKED

180 8 N11 NC NC NC LOCKED NC NC

181 8 N8 NC NC NC LOCKED NC NC

182 8 N76 NC NC NC NC NC LOCKED

183 8 N106 NC NC NC NC NC LOCKED

184 8 N64 NC NC NC NC NC LOCKED

185 8 N147 NC NC NC NC NC LOCKED

186 8 N140 NC NC NC LOCKED NC NC

187 8 N124 NC NC NC NC NC LOCKED

188 8 N77 NC NC NC NC NC LOCKED

189 8 N146 NC NC NC NC LOCKED LOCKED

190 8 N16 NC NC NC LOCKED NC NC

191 8 Totals: 9.839 86.556 0 192 8 COG (ft): X: 22.57 Y: 1.274 Z: -21.337

193 9 N13 -35.782 20.021 0 0 LOCKED LOCKED

194 9 N14 0 19.55 0 0 LOCKED LOCKED

195 9 N12 0 13.096 0 0 LOCKED LOCKED

196 9 N10 6.35 10.2 0.312 0 LOCKED 0

197 9 N7 6.292 13.291 -0.312 LOCKED LOCKED 0

198 9 N9 13.3 10.398 0 LOCKED LOCKED LOCKED

199 9 N117 NC NC NC LOCKED LOCKED NC

200 9 N116 NC NC NC LOCKED LOCKED NC

201 9 N118 NC NC NC LOCKED LOCKED NC

202 9 N115 NC NC NC NC LOCKED LOCKED

203 9 N28 NC NC NC NC NC LOCKED

204 9 N11 NC NC NC LOCKED NC NC

205 9 N8 NC NC NC LOCKED NC NC

206 9 N76 NC NC NC NC NC LOCKED

207 9 N106 NC NC NC NC NC LOCKED

208 9 N64 NC NC NC NC NC LOCKED

209 9 N147 NC NC NC NC NC LOCKED

210 9 N140 NC NC NC LOCKED NC NC

211 9 N124 NC NC NC NC NC LOCKED

212 9 N77 NC NC NC NC NC LOCKED

213 9 N146 NC NC NC NC LOCKED LOCKED

214 9 N16 NC NC NC LOCKED NC NC

215 9 Totals: -9.839 86.556 0 216 9 COG (ft): X: 22.57 Y: 1.274 Z: -21.337

217 10 N13 -15.612 12.093 0 0 LOCKED LOCKED

218 10 N14 0 13.459 0 0 LOCKED LOCKED

219 10 N12 0 8.826 0 0 LOCKED LOCKED

220 10 N10 6.291 6.924 0.201 0 LOCKED 0

Job Number Model Name

H2B ENGINEERS

YogeshUnde 22-009 Skylight Framing

Checked By : __________

RISA-3D Version 20 [ Skylight Framing WKG YU 3.r3d ] Page 12

Node Reactions (Continued)

LC Node Label X [k] Y [k] Z [k] MX [k-ft] MY [k-ft] MZ [k-ft]

221 10 N7 6.224 8.799 -0.201 LOCKED LOCKED 0

222 10 N9 12.936 6.907 0 LOCKED LOCKED LOCKED

223 10 N117 NC NC NC LOCKED LOCKED NC

224 10 N116 NC NC NC LOCKED LOCKED NC

225 10 N118 NC NC NC LOCKED LOCKED NC

226 10 N115 NC NC NC NC LOCKED LOCKED

227 10 N28 NC NC NC NC NC LOCKED

228 10 N11 NC NC NC LOCKED NC NC

229 10 N8 NC NC NC LOCKED NC NC

230 10 N76 NC NC NC NC NC LOCKED

231 10 N106 NC NC NC NC NC LOCKED

232 10 N64 NC NC NC NC NC LOCKED

233 10 N147 NC NC NC NC NC LOCKED

234 10 N140 NC NC NC LOCKED NC NC

235 10 N124 NC NC NC NC NC LOCKED

236 10 N77 NC NC NC NC NC LOCKED

237 10 N146 NC NC NC NC LOCKED LOCKED

238 10 N16 NC NC NC LOCKED NC NC

239 10 Totals: 9.839 57.008 0 240 10 COG (ft): X: 22.589 Y: 1.45 Z: -21.339

241 11 N13 -25.79 13.719 0 0 LOCKED LOCKED

242 11 N14 0 12.943 0 0 LOCKED LOCKED

243 11 N12 0 8.511 0 0 LOCKED LOCKED

244 11 N10 3.891 6.529 0.222 0 LOCKED 0

245 11 N7 3.85 8.638 -0.222 LOCKED LOCKED 0

246 11 N9 8.21 6.669 0 LOCKED LOCKED LOCKED

247 11 N117 NC NC NC LOCKED LOCKED NC

248 11 N116 NC NC NC LOCKED LOCKED NC

249 11 N118 NC NC NC LOCKED LOCKED NC

250 11 N115 NC NC NC NC LOCKED LOCKED

251 11 N28 NC NC NC NC NC LOCKED

252 11 N11 NC NC NC LOCKED NC NC

253 11 N8 NC NC NC LOCKED NC NC

254 11 N76 NC NC NC NC NC LOCKED

255 11 N106 NC NC NC NC NC LOCKED

256 11 N64 NC NC NC NC NC LOCKED

257 11 N147 NC NC NC NC NC LOCKED

258 11 N140 NC NC NC LOCKED NC NC

259 11 N124 NC NC NC NC NC LOCKED

260 11 N77 NC NC NC NC NC LOCKED

261 11 N146 NC NC NC NC LOCKED LOCKED

262 11 N16 NC NC NC LOCKED NC NC

263 11 Totals: -9.839 57.008 0 264 11 COG (ft): X: 22.589 Y: 1.45 Z: -21.339

265 12 N13 -28.72 17.037 0 0 LOCKED LOCKED

266 12 N14 0 17.473 0 0 LOCKED LOCKED

267 12 N12 0 11.788 0 0 LOCKED LOCKED

268 12 N10 7.045 8.868 2.828 0 LOCKED 0

269 12 N7 6.936 11.536 2.107 LOCKED LOCKED 0

270 12 N9 14.739 9.31 0 LOCKED LOCKED LOCKED

271 12 N117 NC NC NC LOCKED LOCKED NC

272 12 N116 NC NC NC LOCKED LOCKED NC

273 12 N118 NC NC NC LOCKED LOCKED NC

274 12 N115 NC NC NC NC LOCKED LOCKED

275 12 N28 NC NC NC NC NC LOCKED

Job Number Model Name

H2B ENGINEERS

YogeshUnde 22-009 Skylight Framing

Checked By : __________

RISA-3D Version 20 [ Skylight Framing WKG YU 3.r3d ] Page 13

Node Reactions (Continued)

LC Node Label X [k] Y [k] Z [k] MX [k-ft] MY [k-ft] MZ [k-ft]

276 12 N11 NC NC NC LOCKED NC NC

277 12 N8 NC NC NC LOCKED NC NC

278 12 N76 NC NC NC NC NC LOCKED

279 12 N106 NC NC NC NC NC LOCKED

280 12 N64 NC NC NC NC NC LOCKED

281 12 N147 NC NC NC NC NC LOCKED

282 12 N140 NC NC NC LOCKED NC NC

283 12 N124 NC NC NC NC NC LOCKED

284 12 N77 NC NC NC NC NC LOCKED

285 12 N146 NC NC NC NC LOCKED LOCKED

286 12 N16 NC NC NC LOCKED NC NC

287 12 Totals: 0 76.011 4.934 288 12 COG (ft): X: 22.589 Y: 1.45 Z: -21.339

289 13 N13 -26.485 17.282 0 0 LOCKED LOCKED

290 13 N14 0 17.73 0 0 LOCKED LOCKED

291 13 N12 0 11.336 0 0 LOCKED LOCKED

292 13 N10 6.532 9.065 -2.279 0 LOCKED 0

293 13 N7 6.516 11.768 -2.655 LOCKED LOCKED 0

294 13 N9 13.438 8.83 0 LOCKED LOCKED LOCKED

295 13 N117 NC NC NC LOCKED LOCKED NC

296 13 N116 NC NC NC LOCKED LOCKED NC

297 13 N118 NC NC NC LOCKED LOCKED NC

298 13 N115 NC NC NC NC LOCKED LOCKED

299 13 N28 NC NC NC NC NC LOCKED

300 13 N11 NC NC NC LOCKED NC NC

301 13 N109 NC NC NC NC NC LOCKED

302 13 N64 NC NC NC NC NC LOCKED

303 13 N76 NC NC NC NC NC LOCKED

304 13 N146 NC NC NC NC LOCKED LOCKED

305 13 N147 NC NC NC NC NC LOCKED

306 13 N140 NC NC NC LOCKED NC NC

307 13 N77 NC NC NC NC NC LOCKED

308 13 N8 NC NC NC LOCKED NC NC

309 13 N16 NC NC NC LOCKED NC NC

310 13 Totals: 0 76.011 -4.934 311 13 COG (ft): X: 22.589 Y: 1.45 Z: -21.339

312 14 N13 -32.948 18.967 0 0 LOCKED LOCKED

313 14 N14 0 19.553 0 0 LOCKED LOCKED

314 14 N12 0 13.7 0 0 LOCKED LOCKED

315 14 N10 8.053 10.199 5.43 0 LOCKED 0

316 14 N7 7.899 13.139 4.438 LOCKED LOCKED 0

317 14 N9 16.995 10.998 0 LOCKED LOCKED LOCKED

318 14 N117 NC NC NC LOCKED LOCKED NC

319 14 N116 NC NC NC LOCKED LOCKED NC

320 14 N118 NC NC NC LOCKED LOCKED NC

321 14 N115 NC NC NC NC LOCKED LOCKED

322 14 N28 NC NC NC NC NC LOCKED

323 14 N11 NC NC NC LOCKED NC NC

324 14 N8 NC NC NC LOCKED NC NC

325 14 N76 NC NC NC NC NC LOCKED

326 14 N106 NC NC NC NC NC LOCKED

327 14 N64 NC NC NC NC NC LOCKED

328 14 N147 NC NC NC NC NC LOCKED

329 14 N140 NC NC NC LOCKED NC NC

330 14 N124 NC NC NC NC NC LOCKED

Job Number Model Name

H2B ENGINEERS

YogeshUnde 22-009 Skylight Framing

Checked By : __________

RISA-3D Version 20 [ Skylight Framing WKG YU 3.r3d ] Page 14

Node Reactions (Continued)

LC Node Label X [k] Y [k] Z [k] MX [k-ft] MY [k-ft] MZ [k-ft]

331 14 N77 NC NC NC NC NC LOCKED

332 14 N146 NC NC NC NC LOCKED LOCKED

333 14 N16 NC NC NC LOCKED NC NC

334 14 Totals: 0 86.556 9.868 335 14 COG (ft): X: 22.57 Y: 1.274 Z: -21.337

336 15 N13 -28.47 19.464 0 0 LOCKED LOCKED

337 15 N14 0 20.067 0 0 LOCKED LOCKED

338 15 N12 0 12.798 0 0 LOCKED LOCKED

339 15 N10 7.046 10.592 -4.827 0 LOCKED 0

340 15 N7 7.08 13.598 -5.041 LOCKED LOCKED 0

341 15 N9 14.344 10.036 0 LOCKED LOCKED LOCKED

342 15 N117 NC NC NC LOCKED LOCKED NC

343 15 N116 NC NC NC LOCKED LOCKED NC

344 15 N118 NC NC NC LOCKED LOCKED NC

345 15 N115 NC NC NC NC LOCKED LOCKED

346 15 N28 NC NC NC NC NC LOCKED

347 15 N11 NC NC NC LOCKED NC NC

348 15 N8 NC NC NC LOCKED NC NC

349 15 N76 NC NC NC NC NC LOCKED

350 15 N106 NC NC NC NC NC LOCKED

351 15 N64 NC NC NC NC NC LOCKED

352 15 N147 NC NC NC NC NC LOCKED

353 15 N140 NC NC NC LOCKED NC NC

354 15 N124 NC NC NC NC NC LOCKED

355 15 N77 NC NC NC NC NC LOCKED

356 15 N146 NC NC NC NC LOCKED LOCKED

357 15 N16 NC NC NC LOCKED NC NC

358 15 Totals: 0 86.556 -9.868 359 15 COG (ft): X: 22.57 Y: 1.274 Z: -21.337

360 16 N13 -22.937 12.664 0 0 LOCKED LOCKED

361 16 N14 0 12.943 0 0 LOCKED LOCKED

362 16 N12 0 9.123 0 0 LOCKED LOCKED

363 16 N10 5.617 6.53 5.282 0 LOCKED 0

364 16 N7 5.482 8.483 4.586 LOCKED LOCKED 0

365 16 N9 11.837 7.266 0 LOCKED LOCKED LOCKED

366 16 N117 NC NC NC LOCKED LOCKED NC

367 16 N116 NC NC NC LOCKED LOCKED NC

368 16 N118 NC NC NC LOCKED LOCKED NC

369 16 N115 NC NC NC NC LOCKED LOCKED

370 16 N28 NC NC NC NC NC LOCKED

371 16 N11 NC NC NC LOCKED NC NC

372 16 N8 NC NC NC LOCKED NC NC

373 16 N76 NC NC NC NC NC LOCKED

374 16 N106 NC NC NC NC NC LOCKED

375 16 N64 NC NC NC NC NC LOCKED

376 16 N147 NC NC NC NC NC LOCKED

377 16 N140 NC NC NC LOCKED NC NC

378 16 N124 NC NC NC NC NC LOCKED

379 16 N77 NC NC NC NC NC LOCKED

380 16 N146 NC NC NC NC LOCKED LOCKED

381 16 N16 NC NC NC LOCKED NC NC

382 16 Totals: 0 57.008 9.868 383 16 COG (ft): X: 22.589 Y: 1.45 Z: -21.339

384 17 N13 -18.48 13.143 0 0 LOCKED LOCKED

385 17 N14 0 13.457 0 0 LOCKED LOCKED

Job Number Model Name

H2B ENGINEERS

YogeshUnde 22-009 Skylight Framing

Checked By : __________

RISA-3D Version 20 [ Skylight Framing WKG YU 3.r3d ] Page 15

Node Reactions (Continued)

LC Node Label X [k] Y [k] Z [k] MX [k-ft] MY [k-ft] MZ [k-ft]

386 17 N12 0 8.214 0 0 LOCKED LOCKED

387 17 N10 4.552 6.927 -4.84 0 LOCKED 0

388 17 N7 4.594 8.956 -5.028 LOCKED LOCKED 0

389 17 N9 9.334 6.311 0 LOCKED LOCKED LOCKED

390 17 N117 NC NC NC LOCKED LOCKED NC

391 17 N116 NC NC NC LOCKED LOCKED NC

392 17 N118 NC NC NC LOCKED LOCKED NC

393 17 N115 NC NC NC NC LOCKED LOCKED

394 17 N28 NC NC NC NC NC LOCKED

395 17 N11 NC NC NC LOCKED NC NC

396 17 N8 NC NC NC LOCKED NC NC

397 17 N76 NC NC NC NC NC LOCKED

398 17 N106 NC NC NC NC NC LOCKED

399 17 N64 NC NC NC NC NC LOCKED

400 17 N147 NC NC NC NC NC LOCKED

401 17 N140 NC NC NC LOCKED NC NC

402 17 N124 NC NC NC NC NC LOCKED

403 17 N77 NC NC NC NC NC LOCKED

404 17 N146 NC NC NC NC LOCKED LOCKED

405 17 N16 NC NC NC LOCKED NC NC

406 17 Totals: 0 57.008 -9.868 407 17 COG (ft): X: 22.589 Y: 1.45 Z: -21.339

408 18 N13 -2.298 0.995 0 0 LOCKED LOCKED

409 18 N14 0 1.186 0 0 LOCKED LOCKED

410 18 N12 0 2.754 0 0 LOCKED LOCKED

411 18 N10 0.581 2.964 -0.003 0 LOCKED 0

412 18 N7 0.571 2.747 0.003 LOCKED LOCKED 0

413 18 N9 1.146 2.972 0 LOCKED LOCKED LOCKED

414 18 N117 NC NC NC LOCKED LOCKED NC

415 18 N116 NC NC NC LOCKED LOCKED NC

416 18 N118 NC NC NC LOCKED LOCKED NC

417 18 N115 NC NC NC NC LOCKED LOCKED

418 18 N28 NC NC NC NC NC LOCKED

419 18 N11 NC NC NC LOCKED NC NC

420 18 N8 NC NC NC LOCKED NC NC

421 18 N76 NC NC NC NC NC LOCKED

422 18 N106 NC NC NC NC NC LOCKED

423 18 N64 NC NC NC NC NC LOCKED

424 18 N147 NC NC NC NC NC LOCKED

425 18 N140 NC NC NC LOCKED NC NC

426 18 N124 NC NC NC NC NC LOCKED

427 18 N77 NC NC NC NC NC LOCKED

428 18 N146 NC NC NC NC LOCKED LOCKED

429 18 N16 NC NC NC LOCKED NC NC

430 18 Totals: 0 13.618 0 431 18 COG (ft): X: 22.337 Y: -3.487 Z: -21.357

Envelope Node Reactions

Node Label X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] MZ [k-ft] LC 1 N13 max -2.298 18 23.724 5 0 18 0 18 LOCKED LOCKED 2 min -37.521 5 0.995 18 0 1 0 1 LOCKED LOCKED 3 N14 max 0 18 24.669 5 0 18 0 18 LOCKED LOCKED 4 min 0 1 1.186 18 0 1 0 1 LOCKED LOCKED 5 N12 max 0 18 16.963 5 0 18 0 18 LOCKED LOCKED 6 min 0 1 2.754 18 0 1 0 1 LOCKED LOCKED

Job Number Model Name

H2B ENGINEERS

YogeshUnde 22-009 Skylight Framing

Checked By : __________

RISA-3D Version 20 [ Skylight Framing WKG YU 3.r3d ] Page 16

Envelope…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .