t ➡ × For Problems 2.14, assume the sections have cracked and use the transformed-area method to compute their flexural stresses for the loads or moments given. Problem 2.14 5 in., 5 in., 5 in. 4 in. TO ΤΘ 23 in. 30 in. M=70 ft-k n=9

t ➡ × For Problems 2.14, assume the sections have cracked and use the transformed-area method to compute their flexural stresses for the loads or moments given. Problem 2.14 5 in., 5 in., 5 in. 4 in. TO ΤΘ 23 in. 30 in. M=70 ft-k n=9

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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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

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O T☺ 1
×
For Problems
2.14, assume the sections have cracked and
use the transformed-area method to compute their flexural stresses
for the loads or moments given.
Problem 2.14
5 in. 5 in. 5 in.
mum <
C
|||
4 #9
●●●
-15 in.-
4 in.
23 in.
3 in.
30 in.
M = 70 ft-k
n=9
مزر للأعلى لاستعراض الفلاتر
إضافة شرح..

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