could you help me with these two problems please Problem Number Two:A W36x150 steel wide-flange beam is oriented so that bending is about the weak (Y-Y) axis. The memberis subjected to a maximum shear of 140 kips. Calculate the horizontal shear stress at a sufficient numberof points so that a shear stress distribution diagram can be drawn. Draw the diagram. Problem Number Three:A W30x108 steel wide flange beam is simply supported on a span of 10 feet and is subjected to auniformly distributed load of 42 kips/ft, which includes the weight of the beam. Calculate the maximumbending shear stress using the general shear formula.Problem Number FourRework problem number three using the average web shear approach. What is the Factor of Safety ifthe beam is made of ASTM A992?

Problem Number Two: A W36x150 steel wide-flange beam is oriented so that bending is about the weak (Y-Y) axis. The member is subjected to a maximum shear of 140 kips. Calculate the horizontal shear stress at a sufficient number of points so that a shear stress distribution diagram can be drawn. Draw the diagram.

Problem Number Two: A W36x150 steel wide-flange beam is oriented so that bending is about the weak (Y-Y) axis. The member is subjected to a maximum shear of 140 kips. Calculate the horizontal shear stress at a sufficient number of points so that a shear stress distribution diagram can be drawn. Draw the diagram.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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