Q.3) A simply supported wide-flange (see figure below) beam of span length L carries a vertical concentrated load P acting through the centroid C at the midpoint of the span. The beam is attached to supports inclined at an angle a to the horizontal. Determine the orientation of the neutral axis and calculate the maximum stresses at the outside corners of the cross section (points A, B, D, and E) due to applied load P. Data for the beam are as follows: W 10 x 30 section, L = 8.5 ft., P = 5 kips, and a = 26.57 degrees.

Q.3) A simply supported wide-flange (see figure below) beam of span length L carries a vertical concentrated load P acting through the centroid C at the midpoint of the span. The beam is attached to supports inclined at an angle a to the horizontal. Determine the orientation of the neutral axis and calculate the maximum stresses at the outside corners of the cross section (points A, B, D, and E) due to applied load P. Data for the beam are as follows: W 10 x 30 section, L = 8.5 ft., P = 5 kips, and a = 26.57 degrees.

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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