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60 kN 36 kips 26 kN/m 3.2 kips/ft C |C D 7 ft 7 ft 3 m 3 m 2 m 14 ft B.

60 kN 36 kips 26 kN/m 3.2 kips/ft C |C D 7 ft 7 ft 3 m 3 m 2 m 14 ft B.

Structural Analysis
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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PROBLEM NO. 2. Transform the uniformly distributed load into a concentrated load and replace the two loads into a Resultant load. Determine the magnitude of the resultant load. If you take moment at point D, what will be the magnitude of that moment (Mp)? What is the location of the Resultant x from point A? FIGURE FOR PROBLEM NO. 2 SET A: FIGURE FOR PROBLEM NO. 2 SET B: 36 kips 60 kN 3.2 kips/ft 26 kN/m |B |C 14 ft 7 ft 7 ft 3 m 3 m 2 m
Transcribed Image Text:PROBLEM NO. 2. Transform the uniformly distributed load into a concentrated load and replace the two loads into a Resultant load. Determine the magnitude of the resultant load. If you take moment at point D, what will be the magnitude of that moment (Mp)? What is the location of the Resultant x from point A? FIGURE FOR PROBLEM NO. 2 SET A: FIGURE FOR PROBLEM NO. 2 SET B: 36 kips 60 kN 3.2 kips/ft 26 kN/m |B |C 14 ft 7 ft 7 ft 3 m 3 m 2 m
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