7. The beam ABC, built into the wall at A and supported by a cable at C, carries a distributed load over part of its length, as shown in figure. The weight of the beam is 70 kN/m. (a) Draw the FBD of the beam, (b) determine the reaction at support A, and (c) determine the magnitude of the force at point A. 6 m 1000 kN/m B |C - 3 m-- 5 m %3D (Ans.: Tension in cable = 1404.17KN, Ax = 1123.34KN, A, = 17.5kN, MA = 0, RA = 1123.472kN)

7. The beam ABC, built into the wall at A and supported by a cable at C, carries a distributed load over part of its length, as shown in figure. The weight of the beam is 70 kN/m. (a) Draw the FBD of the beam, (b) determine the reaction at support A, and (c) determine the magnitude of the force at point A. 6 m 1000 kN/m B |C - 3 m-- 5 m %3D (Ans.: Tension in cable = 1404.17KN, Ax = 1123.34KN, A, = 17.5kN, MA = 0, RA = 1123.472kN)

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

Determine the reactions at a and b for the beam subjected to the disturbed and concentrated loads. Ay = ? Bx = ? By = ?
c. Determine the reactions of the fixed support at the right end of the 5-m length beam shown.
The beam ABC, built into the wall at A and supported by a cable at C, carries a distributed load over part of its length, as shown in figure. The weight of the beam is 70 kN/m. (a) Draw the FBD of the beam, (b) determine the reaction at support A, and (c) determine the magnitude of the force at point A. y 6 m 1000 kN/m A В 3 m -- 5 m Ans.: Tension in cable = 1404.17KN, Ax = 1123.34KN, Ay= 17.5kN, MẠ = 0, RA = 1123.472KN)
Refer to the given figure below. determine the support reactions of the points A,B and C. Note: The support A is fixed and B is and internal hinge.
3. A One-storey industrial workshop structure, the columns are constructed with the same section and subjected to moment at the top the corbel, as shown in the following figure. Mmax=120kN•m and Mmin 60kN m. To determine the shear force at the top of the columns using shear force distribution method. M (Reaction at the top of the columns R=C₂, C₂ = 1.2) H Mmax Mmin M I 9m 12m
The girder shown is supported by columns at A and B. Two smaller beams push downward on the girder with a force of 40 kN at C, and two other beams push downward with a force of 50 kN at D. Find the reactions at A and B. 2.5m : 2.5 m: 2.5m The The e STEEL GIRDER STEBL BEAMS STEEL COLUMNS
r the below structure a moment is applied at E, find the equilibrium moments exerted by e members on the joint (EI is constant) 4 m 1000 kN.m 五 E 5 m 6 m 3 m (A) M =3 = 275 kN-m, ME = 366 kN·m, M2 =120 kN·m, Mgc = 237 kN -m (B) M =275 kN•m, M = 363 kN m, MEc = 220 kN · m, M D =137 kN m (C) M gc = 275 kN•m, M¤ = 363 kN m, M = = 220 kN - m, M =, =137 kN -m (D) M R = 275 kN · m, M gn = 366 kN·m, M-, = 220 kN · m, M-c =137 kN •m %3D %3D %3D EA ED %3D EB %3D %3D EC
A uniform rigid bar which weighs 1000KN/m is supported by a cable at point B, a rough surface horizontal floor at point A, and a corner edgeof a rough surface wall at point C. If the coefficient of static friction on all contact surfaces is 0.10, determine the reaction at the supports of the uniform rigid bar. Neglect the weight of the cable.
The beam ABC, buit into the wall at A and supported by a cable at C, caries a distributed load over part of its length, as shown in figure. The weight of the beam is 70 kN/m. (a) Draw the FBD of the beam, (b) determine the reaction at support A, and (c) determine the magnitude of the force at point A. 6 m 1000 kN/m В - 3 m -- 5 m (Ans.: Tension in cable = 1404.17KN, A, = 1123.34kN, A, = 17.5kN, MA = 0, RA = 1123.472kN)
Determine the resultant normal stress at A and B at the wall.
Determine the Horizontal component of the reaction at support A. And what is the magnitude of the tension force at point D?
Answer with steps