Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
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Question
Chapter 3, Problem 3.8.3P
To determine
The factored joint loads for the truss.
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B4
If a roof truss, a diagonal consists of an ISA 60 mm x 60 mm x 8 mm (ISA 6060 @ 0.07 kN/m) and it
is connected to gusset plate by one leg only by 18 mm diameter rivets in one chain line along the
length of the member. Diameter tensile strength of the member, if yield stress for steel is 250 MPa.
ASSIGNMENT #6 CASE 2 Purlin Design
The figure shown has trusses 5.5m
apart with midpoint sag rods and
Purlins spaced 2.5m on center. The
roof truss is inclined 1 vertical to 2
horizontal. The weight of roofing
materials is 0.8 kPa, wind load is
0.7 kPa perpendicular to the roof
surface, minimum roof live load is
0.6 kPa. Design a channel section of
steel Fy
= 345 mPa, for the purlins.
Use LRFD and ASD of NSCP 2015.
Chapter 3 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 3 - Prob. 3.2.1PCh. 3 - Prob. 3.2.2PCh. 3 - Prob. 3.2.3PCh. 3 - Prob. 3.2.4PCh. 3 - Prob. 3.2.5PCh. 3 - Prob. 3.2.6PCh. 3 - Prob. 3.3.1PCh. 3 - Prob. 3.3.2PCh. 3 - Prob. 3.3.3PCh. 3 - Prob. 3.3.4P
Ch. 3 - Prob. 3.3.5PCh. 3 - Prob. 3.3.6PCh. 3 - Prob. 3.3.7PCh. 3 - Prob. 3.3.8PCh. 3 - Prob. 3.4.1PCh. 3 - Prob. 3.4.2PCh. 3 - Prob. 3.4.3PCh. 3 - Prob. 3.4.4PCh. 3 - Prob. 3.4.5PCh. 3 - Prob. 3.4.6PCh. 3 - Prob. 3.5.1PCh. 3 - Prob. 3.5.2PCh. 3 - Prob. 3.5.3PCh. 3 - Prob. 3.5.4PCh. 3 - Prob. 3.6.1PCh. 3 - Prob. 3.6.2PCh. 3 - Prob. 3.6.3PCh. 3 - Select an American Standard Channel shape for the...Ch. 3 - Prob. 3.6.5PCh. 3 - Use load and resistance factor design and select a...Ch. 3 - Select a threaded rod to resist a service dead...Ch. 3 - Prob. 3.7.2PCh. 3 - Prob. 3.7.3PCh. 3 - Prob. 3.7.4PCh. 3 - Prob. 3.7.5PCh. 3 - Prob. 3.7.6PCh. 3 - Prob. 3.8.1PCh. 3 - Prob. 3.8.2PCh. 3 - Prob. 3.8.3PCh. 3 - Prob. 3.8.4PCh. 3 - Prob. 3.8.5P
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Similar questions
- write legibly Indicate all necessary FBDs, concepts and formulas needed in the solution. The members of the truss are 25mmx50mm in cross section. Determine the maximum load P that can be applied so that the stresses will not exceed 100 MPa in tension or 70 MPa in compression. See figure 101.arrow_forward2. Show your complete solution.arrow_forwardSolve 8 th question onlyarrow_forward
- STRENGTH OF MATERIALS (Please write the complete solutions, FBD and answer in 4 decimal place. Rate/thumbs up will be given. For the given loaded truss, the allowable tensile stress in any member is up to 800 MPa while the allowable compressive stress is up to 650 MPa. The reduced stress in compression is specified to reduce the danger of buckling. Determine the minimum cross-sectional area of member BE. B 3m A, 4m C 4m E 4m G 4m |RA 96 kN 200 kN 96 kN |RHarrow_forwardPls write the complete solution cleanlyarrow_forwardFor the truss and loading shown, determine most economical cross-sectional area (in in2) of member DG, if P = 30585 lb, Q = 36231 lb, y = 6.19 ft, and the stress in the member is 5.2 ksi . Round off the final answer to three decimal places. P B H C E G 4 panels at 10 ft = 40 ftarrow_forward
- A W350x90 girder 8m long carries a concentrated dead load, P at every quarter points and a uniform dead load of 5 kN/m (including dead weight) amd a uniform live load of 7.2 kN/m. CIVIL ENGINEERING STEEL Properties: A = 11,500 mm² tw = 10 mm tf = 16 mm mm Ix=1119.7 x 10 mm* Allowable Stresses: Fb = 0.66 Fy d = 350 mm bf = 250 mm tf = 16 mm Fv = 0.40 Fy a.) Determine P base on Flexure. b.) Determine P base on Shear. b.) Determine P base on Deflection. DESIGN Sallow=1/360arrow_forwardUsing the methods of joints, determine all the zero-force members of the fink roof truss shown in the figure below. Assume all joints are pin connected. 10 2 kN B 5 kN G F D Earrow_forwardA W18 x 86 beam is riveted to a W24 x 117 girder by a connection as shown. The diameter of the rivets is 7/8 in., and the angles are each 4 x 31/2 x 3/8 in. For each rivet, assume that the allowable stresses are t = 15 ksi and o, = 32 ksi. Find the allowable load (kips) on the connection. Relevant data from the table (Appendix B of textbook): Properties of Wide-Flange Sections (W shapes): U.S. Customary Units Designation w18 x 86 Web thickness 0.480 in W24 x 117 0.550 in Beam Girderarrow_forward
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