2/4lot the bending moment diagrams for the following beams using the principle of superposition and determine the bending moment within section C.В题 3.13 图题 3.14 图qỉВto题 3.15 图题3.16 图BI22题 3.17 图题 3.18 图|10 kN3 kN/m2 kN/m3 kND C EYBCE2 mto2 m2 m2 m.2m|to2 mto2 m2 m题3.19 图题3.20 图|4 kN2 kN/m| 2 kN2 kN/mDCB EDC B4 m2|- 2 mde 2 m2 m2m. 4 m/- 4. Calculate the support reactions and plot the internal force diagrams for thefollowing multi-span beams.|20 kNB|10 kN2 kN/mCE3 m 52m,e2.5 m3 m2 m4 m题3.25 图|10 kN5 kN/m20 kN • m10 kNBCD- 2 m 2 m -2 m´_2m 2 m-2m-2m

Given data :- as per our guidelines i am solving first 3 only

2/4 lot the bending moment diagrams for the following beams using the prin ciple of superposition and determine the bending moment within section C. C 题 3.13 图题3.14 图 B 2 题3,15 图题3.16 图 12

2/4 lot the bending moment diagrams for the following beams using the prin ciple of superposition and determine the bending moment within section C. C 题 3.13 图题3.14 图 B 2 题3,15 图题3.16 图 12

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

Frames

The trusses and frames are the two most important structural members of civil engineering. Trusses are the interconnection of links and other structural members. The interconnection with other members makes the system behave as a single member that supports and transfers loads. Trusses are generally two types, plane truss, and space truss. Frames on the other hand form the skeleton of any building construction. Frames are structures formed by the connection of beams, columns, slabs, and joists. These members provide the building with the required structural support.

Question

2/4lot the bending moment diagrams for the following beams using the prin
ciple of superposition and determine the bending moment within section C.
В
题 3.13 图
题 3.14 图
qỉ
В
to
题 3.15 图
题3.16 图
BI
2
2
题 3.17 图
题 3.18 图
|10 kN
3 kN/m
2 kN/m
3 kN
D C E
YB
C
E
2 m
to
2 m
2 m
2 m
.2m|
to
2 m
to
2 m
2 m
题3.19 图
题3.20 图
|4 kN
2 kN/m
| 2 kN
2 kN/m
D
C
B E
D
C B
4 m2|
- 2 m
de 2 m
2 m
2m. 4 m
/-

4. Calculate the support reactions and plot the internal force diagrams for the
following multi-span beams.
|20 kN
B
|10 kN
2 kN/m
C
E
3 m 52m,e
2.5 m
3 m
2 m
4 m
题3.25 图
|10 kN
5 kN/m
20 kN • m
10 kN
B
C
D
- 2 m 2 m -2 m´_2m 2 m-2m-2m

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