Values An overhanging beam is carrying the following loads: • P= (refer to the table at the last page) kips = 20 kips w = (# of letters of your first name) k/ft = 4k/ft • • M = (# of letters of your surname times 4) k-ft = 32 k-ft The beam has a rectangular cross-section with the following dimensions: b = 5" • • • h= (refer to table at the last page) in. = 10 in d, e, and f= (refer to table at the last page) ft. d= 3 ft, e=4ft, f= 6 ft (a) What are the reactions at supports B and D? (b) Sketch the shear force and bending moment diagrams. (c) Locate all points of zero shear. (d) Determine the maximum positive and negative (if possible) shear force and bending moment values. (e) Calculate the moment of inertia of the section. (1) Solve for the maximum positive and negative (if possible) flexural and shearing stresses. P₁ W B C FEP1 D M

Values An overhanging beam is carrying the following loads: • P= (refer to the table at the last page) kips = 20 kips w = (# of letters of your first name) k/ft = 4k/ft • • M = (# of letters of your surname times 4) k-ft = 32 k-ft The beam has a rectangular cross-section with the following dimensions: b = 5" • • • h= (refer to table at the last page) in. = 10 in d, e, and f= (refer to table at the last page) ft. d= 3 ft, e=4ft, f= 6 ft (a) What are the reactions at supports B and D? (b) Sketch the shear force and bending moment diagrams. (c) Locate all points of zero shear. (d) Determine the maximum positive and negative (if possible) shear force and bending moment values. (e) Calculate the moment of inertia of the section. (1) Solve for the maximum positive and negative (if possible) flexural and shearing stresses. P₁ W B C FEP1 D M

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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