Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question
Compare the frame design in Figure 31 with the one in Figure 32.
(a) Can you use steel cables instead of beams for the braces in both of these frame designs? Explain your answer.
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- Explain the reasons for using Conjugate Support in the Conjugate Beam method, and list the conjugate supports you have learned.arrow_forwardASSIGNMENT #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.arrow_forwardcan you save material and use thinner braces in one of the designsarrow_forward
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