5. Consider a frame subjected to loads as shown. Determine the reactions at the supports and draw the bending moment diagram for the following structure. Verify the results the RISA-2D. (Ans : OB =6.966/EI, Oc=-9.050/EI, AB-39.174/EI, Ax= -15.219kN, Ay=6.249kN, MAB=-36.834kNm, Dx=- 29.781kN, Dy=23.751kN, MDc=-24.625kNm) 40kN 10kN 2m 3m B 21 5kNm 31 6m I 5kN 3m D 2m 2m

5. Consider a frame subjected to loads as shown. Determine the reactions at the supports and draw the bending moment diagram for the following structure. Verify the results the RISA-2D. (Ans : OB =6.966/EI, Oc=-9.050/EI, AB-39.174/EI, Ax= -15.219kN, Ay=6.249kN, MAB=-36.834kNm, Dx=- 29.781kN, Dy=23.751kN, MDc=-24.625kNm) 40kN 10kN 2m 3m B 21 5kNm 31 6m I 5kN 3m D 2m 2m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 1-Determine the reactions and draw the shear and bending moment diagrams for the beams shown by…

A: Given: Required : Reaction, shear force and bending moment diagram

Q: a structures. All members have the same EI and are inextensible. P P 工作上有 + L L 4 LOL YLE

Q: Using symmetry to simplify the slope-deflection analysis of the frame in Figure 10.10a, determine…

Q: A roof truss is loaded and supported as shown in Figure 2. The joints are all pinned. Take L = 3 m…

A: Given data:

Q: F E 3. H 2 m 2 m E 30 kN 10 B

A: To find the force in member FI , DI and CJ -

Q: For the truss shown in the figure, the force in the member QR is po zero 2. 2 3. P 4. VP S P L

A: Given, Load = P Length between TS = L Length between SR = L

Q: 1.5 m E D 000 000

A: Calculate external determinacy of the truss: external determinacy of the truss is zero hence…

Q: Determine the force in member CD of the truss shown. 2. Determine the force in member GH of the…

A: This question is related to the Truss Analysis from Structural Analysis. In this question using…

Q: The simply supported beam is subjected to the force F-550 N and the uniform distributed load with…

Q: For the frame shown below, determine the reactions at the supports (MA, Ax, Ay, Cy) using Method of…

Q: For the structure shown below the members have the following properties: Member AC and AB: EA =…

Q: The asymmetric simple truss is loaded as shown. Determine the reactions at A and D. Neglect the…

Q: The planar structure RST shown in the figure is roller supported at S and pin supported at R.…

Q: Use the stiffness method to determine the rotations at all nodes and reactions at supports. Assume…

A: To determine:1) Rotation at B,C and D2) Support reactions

Q: Draw a neat, fully annotated shear force and bending moment diagram, including the maximum in span…

A: The loading diagram is shown below. Hint : Horizontal distance of BD=3 cos45°=2.12 mVertical…

Q: determine the force in every member

A: Given Data Determine the forces in each member of truss.

Q: The asymmetric simple truss is loaded as shown. Determine the reactions at A and D. Neglect the…

A: Reference : Structure Analysis, Truss Analysis.Given :Forces acting at each points A, B, C and DTo…

Q: Use the Force Method to determine the forces in all eight members of the truss shown, and state…

A: To determine:Member forces

Q: - Determine the reactions at supports A and B.

Q: Determine the bar forces and reactions in the truss shown in Figure 11.8a. Note that AE is constant…

Q: 2 At the end D. Find the effect of the 2K reaction: the effect on the structure in Figure (2) is the…

Q: Use the joint method of analysing truss toO calculate the forces in members AB, AE, BE, BC and EC of…

Q: 2. Determine the reactions at the supports by Method of Consistent Deformation. Consider vertical…

Q: Using the method of consistent deformation, determine the axial force in all the members of the…

Q: B.2. Elementary beam theory predicts that the axial bending stress ox in a prismatic beam is given…

Q: 12m 40 KN LLLL + 240 kw-m 2 12 m f 20 kN-M EI = 100.000 kn-m² 10 m² 144 Hit

A: Given:- EI = 100.000 KN-m2 To find:- Shear force and bending moment diagram

Q: For the frame and loading shown, determine the components of all forces acting on member ABE when P=…

Q: For the truss shown in the figure, the force in the member QR is po 4 L

Q: Question: Determine the reactions at the support A of the beam shown in the Figure. 30kv lokN/

A: Given that:

Q: . For the truss shown in the figure for this question, members AB and CD shown in bold each have a…

A: We have to determine the force in various members like BC, CG, DE and GH as per the given data like…

Q: 621. Determine the value of Eld midway between the supports for the beam shown in Fig. P-621. Check…

A: Solution

Q: 1) The truss (containing 12 pin joints, A, B, C, ... L) shown in the figure is simply supported at…

Q: L. Write about the effecets of the Stability and Determinacy of Engineering Structures on the…

A: 1. In the determinate structures, the member supports are just sufficient to make the structure…

Q: 770KN 4 10m 13 BOKN 80KN BOKN 4@10= 40m 6.

Q: 22) For the truss shown in figure below, determine the forces in BI,ck 1000 2000 N JE

Q: For the truss shown, determine by the method of nodes the magnitude of the force in member AE P F =…

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

5. Consider a frame subjected to loads as shown. Determine the reactions at the supports and draw the
bending moment diagram for the following structure. Verify the results the RISA-2D. (Ans : OB
=6.966/EI, Oc=-9.050/EI, AB=39.174/EI, Ax= -15.219kN, Ay=6.249kN, MAB=-36.834kNm, Dx=-
29.781kN, Dy=23.751kN, MDc=-24.625kNm)
40kN
10kN
2m
3m
B
21
5kNm
31
6m
с
I
5kN
3m
D
2m
2m

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1: Given

VIEW

Step 2: Fixed end moment

VIEW

Solution

VIEW

Step 3: Distribution factor

VIEW

Step 4: Moment distribution (Non-sway analysis):

VIEW

Step 5: Determination of sway force

VIEW

Step 6: Deformation of the frame

VIEW

Step 7: Moment Distribution (Sway analysis)

VIEW

Step 8: Assumed sway force

VIEW

Step 9: Support moments and reactions

VIEW

Step 10: Support reactions and bending moment diagram

VIEW

Step by step

Solved in 11 steps with 4 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Determine the forces in members CG and GH of the symmetrically loaded truss. The forces are positive if in tension and negative if in compression. B 5 m A Answers: CG= i GH = i -5 m 30° 5 m H L -6 m G D L -5 m L ΦΕ
Using the method of consistent deformations, choose Ax as the redundant reaction. Given A = 10 in², and E = 30000 ksi. Find all reactions and all member forces in the indeterminate truss. 30k B >10k 20K 111 12'
3) A plane truss is shown in the figure. 3-a) Determine the support reactions. 3-b) Find the forces in the members 1, 2, 3, 4, and 5. a = 2 m b=1m P = 10 KN b V a H U a D P a Q = 4 kN| U (4 B a E 5
For the pin jointed truss ABCD structure shown in Figure Q1, compute the reactions and the forces of the members using Flexibility Method. Assume E = 200KN/mm and A for all the members are 1200mm'. 40kN B. 30 3m 4m Figure Q1
The planar structurc RST snown in the figure is roller supported at S and pn supported at R. Mombers RS and ST has uniform flexural rigidiry (El) and S is a rigid joint. Consider only bending deformation and neglect cffects of solf woight and ax al stiffening. L 2 R When the structure is subjected to a concentrated horizontal load P at the end I. the magnitude of rotat on at the support R. is
The asymmetric simple truss is loaded as shown. Determine the reactions at A and D. Neglect the weight of the structure compared with the applied loads. Is the knowledge of the size of the structure necessary? 1L 60° Answers: Ay = i Dy= Dx= i i B 3L 60° 60° E y 1 1L L L L 30° x 4L D
The frame shown is supported by fixed support at E and smooth surface at A. Find: • the internal forces exerted by the internal Pin at B. Bx=... By=.. • The internal force at D 600 N 0.4 m B 0.4 m A E -0.3 m- -0.3 m- -0.3 m 3 m- -0.3 m-
For the frame and loading shown, determine the components of all forces acting on member ABE when P = 2480 N. (Round the final answers to two decimal places.) 2.7 m -3.6 m- 2.7m T 1.5 m E Component Ax is Component Ay is Component By is Component By is Component Exis Component Ey is 4.8 m P D kN- kN ↓ kN->> KN ↑ kN- kN ↓ F
For the determinate 2D truss shown:(a) Compute the reactions and the internal forces of all the truss elements using the methodof joints.(b) Compute the reactions and the internal forces of all the truss elements using the method
1.3-6 Consider the plane truss with a pin support at joint 3 and a vertical roller support at joint 5 (see figure). (a) Find reactions at support joints 3 and 5. (b) Find axial forces in truss members 11 and 13. 20 N 45 N 4 5 5 6 7 12 11 7 10)2 m 13 9 8 60 N 1 2 3 4 2.5 m 2 2 m 1 m PROBLEM 1.3-6 3.
Determine the force in member BC of the loaded truss. The force is positive if in tension, negative if in compression. 2.5 kips 3.9 kips 4.6 kips Answer: BC = i kips
Given the support reaction is 9.5KN SOLVE FOR THE MEMBER FORCED CD AND CG