Determine the reactions at supports A and B. The beam segments AC and CB are connected to eac other with a "web only" splice (shear connection) at C. As such, the splice at C can be considered as a internal pin (hinge). The beam AC sits freely, i.e. unconnected, on a support at A. Therefore, A can b taken as a roller support. Beam CB is attached to a column at B with channels both at the web (shear and the flanges (flexural). Accordingly, the connection at B can be considered as a fixed support. 6 kN/m 16 kN

Determine the reactions at supports A and B. The beam segments AC and CB are connected to eac other with a "web only" splice (shear connection) at C. As such, the splice at C can be considered as a internal pin (hinge). The beam AC sits freely, i.e. unconnected, on a support at A. Therefore, A can b taken as a roller support. Beam CB is attached to a column at B with channels both at the web (shear and the flanges (flexural). Accordingly, the connection at B can be considered as a fixed support. 6 kN/m 16 kN

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

234. Determine the components of reaction at the supports. Joint Cis a rigid connection. SKN 6KN -2m 2m
The members of the truss shown are aluminum pipes that have an outside diameter of 4.50 in. and a wall thickness of 0.237 in. Determine the reaction at supports A and B, respectively.
a) Provide the free body diagram of the truss 2 KN 1 kN I kN that includes the reactions below E G B F H Scale: I unit - 0.5 m b) Determine the force reactions at the supports A and B [kN] Reaction1 (if present - specify [ ]), at A =. Reaction2 (if present – specify [ ]), at A = _[kN] [kN] Reaction1 (if present – specify [ ]), at B = Reaction2 (if present – specify 1), at B = [kN] [kN c) Using the Method of Sections, determine the forces FCe, FDE and FoF in kN 1 kN F. F. * R, D Scale: I unit = 0.5 m
determine the support reactions of the members shows statics of rigid bodies
The truss shown carries the following uniform live load and concentrated live load. E F G 3 m D 3 @ 4 m = 12 m LOAD w(LL) P(LL) SET 1 (1,2,3,4,5) SET 2 (6,7,8,9,0) 20 90 15 110 Draw the necessary influence line diagrams and calculate the following: 1. Maximum axial force on BE 2. Maximum Reaction atE 3. Maximum axial force on AB 4. Maximum axial force on EF Please answer correctly and show solution l'll rate! ASAP!
This is a static of rigid bodies problem
The reaction at the support A and B is?
The frame has a pinned support at A and a roller at C. Calculate the total reaction at support A
Determine the forces on the hinges OA 10 N -1m- the reactions in the supports and w = 10 N/m -1m 3m- w = 4 N/m 15 N 1m-1m-1m- w=12 N/m 2m E
find all reaction for the frame shown by The slope deflaction method B hinge Fm 2 WL² 12 3 3 find the reaction of the frame by slop deflection method A T 4
Assignment 3 Solve for the reactions at the support of the given beam and loadings. 600 N 300 N/m 300 N-m IB -1.5 m- -0.75 m-0.75 m- James 156
Q (2) Determine the reactions for the truss shown below, draw the (FBD). 4t 0-5t 2m 1t 2 1t 2 0-5t 2m 2 m