The clip angle connecting the beam's web at A to the column may be assumed equivalent to a pin support. Assume member BD acts as an axially loaded pin-end compression strut. Compute the reactions at points A and B. Given: X = 2 kips/ft. 1.6 kips/ft B X kips/ft C 4' The magnitude of the reaction at point A is Ax= (Click to select) = The magnitude of the reaction at point A is Ay= (Click to select) The magnitude of the reaction at point B is Bx= (Click to select) - The magnitude of the reaction at point B is By= (Click to select) kips, and the direction is kips, and the direction is kips, and the direction is kips, and the direction is

The clip angle connecting the beam's web at A to the column may be assumed equivalent to a pin support. Assume member BD acts as an axially loaded pin-end compression strut. Compute the reactions at points A and B. Given: X = 2 kips/ft. 1.6 kips/ft B X kips/ft C 4' The magnitude of the reaction at point A is Ax= (Click to select) = The magnitude of the reaction at point A is Ay= (Click to select) The magnitude of the reaction at point B is Bx= (Click to select) - The magnitude of the reaction at point B is By= (Click to select) kips, and the direction is kips, and the direction is kips, and the direction is kips, and the direction is

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 y component of reaction at A. B. Determine the x and y components of reaction B. C. Determine the moment of reaction at B.
Determine the reactions in the following beam with El constant and solve them using the stiffness matrix of an elastic spring, taking the rollers as perfect fixations. 4 kN/m -12 m- -12 m- -12 m-
For a = 1.5m, determine the reactions at pin A and roller B. 1800 N/m A 4 m Solution: • There are two distributed loads acting on the beam, left and right. Replace them with equivalent concentrated loads respectively: 1. The distributed load on the left part of the beam is equivalent to F₁: o Magnitude of it: F₁ = N; o Location of it: x₁ = m to the right of A; 2. The distributed load on the right part of the beam is equivalent to F2: o Magnitude of it: F2 = N; o Location of it: X₂ = 600 N/m B 1. Reactions on A: 2 Reactions on R • The two supports are replaced by corresponding reactions: → m to the right of A;
Problem 3: 4 kips/ft Determine the following: a. The reaction at support A, R = b. The reaction at support B, R= 15 ft- 20 kips 5 ft 3 kips/ft -15 ft- 20 ft- B 15 ft ?
The 7m beam shown weighs 5kN. Determine the reactions at A
HELLO PLEASE HELP NUMB 1, WITH COMPLETE SOLUTION. PLEASE DO NOT MAKE IT COMPLICATED THANK YOUU! 4 DECIMAL PLACESS
Determine the components of reaction at the fixed support A shown in the figure. Neglect the thickness of the beam. a) Determine the x component of reaction force at the fixed support A. b) Determine the y component of reaction force at the fixed support A. c) Determine the moment of reaction at the fixed support A.
Answer Keys: By = 49,111.11 N Vcmax = -9277.78 N +Mcmax = 54,222.22 N-m
F 30° 0.5 m C 30° t 0.5 m B A 0.15 m 0.26 m The smooth pipe rests against the opening at the points of contact A, B, and Cand supports the forceF = 300 N. Neglect the pipe's thickness in the calculation. (Figure 1). Determine the magnitude of the reaction at A. and Determine the magnitude of the reaction at B.
Determine the reactions of the indeterminate frame given below using Consistent Deformation Method. Consider the Moment reaction at point A to be the redundant. 150 kN B D C 10 m 20 kN/m A -5 m -5m- El= constant
A bent pipe is attached to a wall with brackets as shown. A force of F = 210 lb is applied to the end of the tube with direction indicated by the dimensions in the figure. Determine the support reactions at the brackets B, C, and D. Model these brackets as journal bearings (only force reactions perpendicular to the axis of the tube) and neglect couple moment reactions. Assume the distance between the supports at B and C and the tube bends nearby are negligible such that the support at C is directly above the support at D and the dimension g gives the distance between supports B and C. Enter your answers in Cartesian components. 2013 Michael Swanbom cc i❀O BY NC SA x Z B y g d FL $ h A каж Values for dimensions on the figure are given in the table below. Note the figure may not be to state.