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From the frame loaded as shown. Solve the following if P = 15 1.5P KN P kN. F A 1.5 m, GH -3 m -3 m E IC 1.5 m -3 m a. Reaction at column A. [Select] b. Moment at column A. [Select] c. Force at member GH. [Select] d. Force at member FE. [Select] e. Force at memeber FH. [Select] B 2 m 6 m > < <

From the frame loaded as shown. Solve the following if P = 15 1.5P KN P kN. F A 1.5 m, GH -3 m -3 m E IC 1.5 m -3 m a. Reaction at column A. [Select] b. Moment at column A. [Select] c. Force at member GH. [Select] d. Force at member FE. [Select] e. Force at memeber FH. [Select] B 2 m 6 m > < <

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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From the frame loaded as shown. Solve the following if P = 15 1.5P KN P kN. F A 1.5 m, GH -3 m -3 m E IC 1.5 m -3 m a. Reaction at column A. [Select] b. Moment at column A. [Select] c. Force at member GH. [Select] d. Force at member FE. [Select] e. Force at memeber FH. [Select] B 2 m 6 m > < <
Transcribed Image Text:From the frame loaded as shown. Solve the following if P = 15 1.5P KN P kN. F A 1.5 m, GH -3 m -3 m E IC 1.5 m -3 m a. Reaction at column A. [Select] b. Moment at column A. [Select] c. Force at member GH. [Select] d. Force at member FE. [Select] e. Force at memeber FH. [Select] B 2 m 6 m > < <
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