A Rdv = Rdm = Vb = Vc = RA Mb = 2 m 12 kNm B Draw the Shear and Moment for the beam shown and identify the following values: Ra = kN KN kNm 2 m 10 kN Moment at point where shear is zero = 1.H.,C 2 m 7 kN/m kNm D RDV kN kN (Shear AFTER considering the Point load at C) kNm (Moment AFTER considering the Concentrated Moment at B) RDM

A Rdv = Rdm = Vb = Vc = RA Mb = 2 m 12 kNm B Draw the Shear and Moment for the beam shown and identify the following values: Ra = kN KN kNm 2 m 10 kN Moment at point where shear is zero = 1.H.,C 2 m 7 kN/m kNm D RDV kN kN (Shear AFTER considering the Point load at C) kNm (Moment AFTER considering the Concentrated Moment at B) RDM

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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Material Properties

Construction in civil engineering demands high strength, durability, and longevity. These targets can be achieved by better design and analysis, along with the correct choice of materials. Different materials have different properties and hence, they respond and performs differently under the various condition of external loadings. It is therefore a critical task of an engineer to select the right material based on the property that the material is supposed to function in real-time. When speaking about the property, there are different categories of material properties like chemical property, physical property, mechanical property, electrical property, magnetic property, thermal property, etc. These material properties form the basis of material selection in various applications.

Question

A
Rdv =
Rdm =
Vb =
Vc =
RA
Mb =
2 m
12 kNm
B
Draw the Shear and Moment for the beam shown and identify the following values:
Ra =
kN
KN
kNm
2 m
10 kN
Moment at point where shear is zero =
1.H.,C
2 m
7 kN/m
kNm
D
RDV
kN
kN (Shear AFTER considering the Point load at C)
kNm (Moment AFTER considering the Concentrated Moment at B)
RDM

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