1. Determine the external reactions at the roller and pin supporting the above beam. 2. Determine the internal reactions (shear and bending moment) at points B, D and F using the method of sections. 3. Determine the shear and moment equations for the beam section under the triangular load, and the shear and moment equations for the beam section under the rectangular load.

1. Determine the external reactions at the roller and pin supporting the above beam. 2. Determine the internal reactions (shear and bending moment) at points B, D and F using the method of sections. 3. Determine the shear and moment equations for the beam section under the triangular load, and the shear and moment equations for the beam section under the rectangular load.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

(a) Determine the reactions at the supports and draw the bending moment diagram for the following structures. (b) Redo problem (a) by using the bending moments over support A and B as the redundant forces. (c) Repeat problem (a) if there are support settlements of 8mm, 5mm and 2mm at A, B and C respectively. Given E=200GPa, I=107mm4 .
The shown in the figure is to be analyzed using cantilever method. Which of the following: 1. most nearly gives the axial force in member DE? A. 22.50 kN B. 37.50 kN C. 30.00 kN D. 7.50 kN 2. most nearly gives the moment at A? A. 150 kNm B. 30 kNm C. 120 kNm D. 90 kNm 3. most nearly gives the shear on member BE? A. 20.00 kN B. 10.00 kN C. 7.50 kN D. Other:_____
NEED IN 1HOUR PLS THANKS From the figure, compute for the horizontal and vertical component forces of the hinge at B acting upon member AC as shown.
10m beam is loaded with point load P1 = 100N at 2m from the fixed end support. A distributed load (W1) was also imposed with a magnitude of 100 N/m as shown. The beam is supported by a pin and a roller at locations specified in the free body diagram. what are the reactions in A and B at what distance will the shear be equal to ZERO between A and B what the computed maximum positive bending moment? Note: counterclockwise moment on the righthand side of the beam element be positive
A steel bar having cross-sectional areaA=1200mm2 is compressed by an axial loadP=53 kN.Determine the average normal and shear stressesacting on aninclined sectionaa cut through the bar at angleα=250.(Point K is a fixed support) A=5, B=3, C=8
Two d mm*10 mm cover plates are welded to two UPN 200 channels 100 mm high to form the cross section of the compound beam shown in the figure. The moment of inertia of each channel about a horizontal axis through the centroid is 19.10*106 mm4. a) Determine the support reactions. b) Draw the shear force and bending moment diagrams. c) If the allowable bending stress of the beam is 300 MPa, find the required width d of the plates to safely support the load.
The frame (Figure 1) has dimensions H1 = 4 m , H2 = 3 m , L1 = 5 m , and L2 = 10 m and supports two lateral loads P1 = 10 kN and P2 = 12 kN . a) Use the portal method to determine the shear at J. VJ = ? b) What is the vertical reaction from the ground on the base of the column at AA? Let a positive reaction be pointing upward. Ay = ? c) What is the vertical reaction from the ground on the base of the column at B? Let a positive reaction be pointing upward. By = ?
Thumbs-Up will be given. Write the complette solutions legibly. Answer in 3 decimal places. Please answer all since they are all subquestions. Thanks Structural Theory 1d. Determine the vertical reaction R₂ in kN 1e. Determine the shear at midspan between vertical supports in kN. 1f. Determine the maximum factored load moment in the beam in kN.m
5. Rod AB is fixed to a smooth collar D, which slides freely along the vertical guide. Determine the internal normal force, shear force, and bending moment at point C, which is located just to the left of the 60-lb concentrated load. Use the sign convention discussed.
Draw the shear and bending moment diagrams for the beam shown. EI is constant. Use the force method. I have the right answer, it is: VA = 2.90 kN (↑); HA = 0 kN; VB = 6.30 kN (↑); VC = 0.40 kN (↑). To the left); B (right). I don't know how to get to this answer, please show me step by step.
The 600mm diameter steel shaft is subjected to the torques shown. Determine torsion at each section. Assume G = 75 GPa. P=74 1.5P= 1.5(74) = 111 kNm 3P= 3(74)= 222kNm
Give me the solutions of this. Identity the maximum shear and maximum moment. Answers: Vmax = 28.98 kN, Mmax = -85.25 kN-m