A rigid beam is supported by bar DE. If the vertical displacement of point D is to be less than 0.1 in, what is the minimum cross-sectional area of bar DE? Assuming that area, what is the stress state at p in the coordinate system shown? A = σ= in² ksi 12 ft AY Ľ₂ Balance Laws 16 ft) 800 lb 5 ft 11 B 800 lb 5 ft Bar DE: E=30000 ksi V = 0.29 point p btc 6 ft E D + (80 (800) (5) +

A rigid beam is supported by bar DE. If the vertical displacement of point D is to be less than 0.1 in, what is the minimum cross-sectional area of bar DE? Assuming that area, what is the stress state at p in the coordinate system shown? A = σ= in² ksi 12 ft AY Ľ₂ Balance Laws 16 ft) 800 lb 5 ft 11 B 800 lb 5 ft Bar DE: E=30000 ksi V = 0.29 point p btc 6 ft E D + (80 (800) (5) +

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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