2-6m50 KNFig. 3: Beam and cross section0.2m k不KE-0.4mZC Q4. For the steel beam shown in Fig. 31. Calculate the maximum tensile axial stress (0) and show it on a Mohr's circle2. Calculate the maximum shear stress (tm) and show it on a Mohr's circle3. Using the "double integration method", derive the equation for beam deflection and give thevalue of the maximum deflection.

Answered: Image /qna-images/answer/556eca41-af13-46ba-9eeb-25e003840d47.jpg

Answered: 2 -6m 50 KN Fig. 3: Beam and cross…

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter6: Beam–columns

Section: Chapter Questions

Problem 6.6.2P

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A beam must be designed to the following specifications: Span length = 35 ft Beam spacing = 10 ft 2-in. deck with 3 in. of lightweight concrete fill (wc=115 pcf) for a total depth of t=5 in. Total weight of deck and slab = 51 psf Construction load = 20 psf Partition load = 20 psf Miscellaneous dead load = 10 psf Live load = 80 psf Fy=50 ksi, fc=4 ksi Assume continuous lateral support and use LRFD. a. Design a noncomposite beam. Compute the total deflection (there is no limit to be checked). b. Design a composite beam and specify the size and number of stud anchors required. Assume one stud at each beam location. Compute the maximum total deflection as follows: 1. Use the transformed section. 2. Use the lower-bound moment of inertia.

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