2. For the given beam shown below, draw the shear and momentdiagram and determine the following:R₁400 lb/ft10 ft-R₂-4 ft-1000 lbΝΑINA= 60 in.4a. Maximum tensile stressb. Maximum compressive stressc. Maximum horizontal shear stressd. Shear flow at the junction of the web and flange2 in.5 in

As per bartleby guidelines we are required to solve only 2 subpart

2. For the given beam shown below, draw the shear and moment diagram and determine the following: R₁ 400 lb/ft 10 ft- R₂ -4 ft- 1000 lb a. Maximum tensile stress b. Maximum compressive stress 2 in. ΝΑ T 5 in INA = 60 in.4

2. For the given beam shown below, draw the shear and moment diagram and determine the following: R₁ 400 lb/ft 10 ft- R₂ -4 ft- 1000 lb a. Maximum tensile stress b. Maximum compressive stress 2 in. ΝΑ T 5 in INA = 60 in.4

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

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

2. For the given beam shown below, draw the shear and moment
diagram and determine the following:
R₁
400 lb/ft
10 ft-
R₂
-4 ft-
1000 lb
ΝΑ
INA
= 60 in.4
a. Maximum tensile stress
b. Maximum compressive stress
c. Maximum horizontal shear stress
d. Shear flow at the junction of the web and flange
2 in.
5 in

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