Problem-3 w k/ft CUSTOM MADE DATA Р (kips) D B Choose: to ... ft. a = b =... ft. w = k/ft. Joint C: Pin ... P =... kips Support A: Fixed Support B: Roller Two beams are connected with an internal pin at C as shown. Choose your own data and determine the following: (a) the vertical support reaction (kips) at support B (b) the bending moment (ft-kips) at support A (c) the bending moment (ft-kips) at point D

Problem-3 w k/ft CUSTOM MADE DATA Р (kips) D B Choose: to ... ft. a = b =... ft. w = k/ft. Joint C: Pin ... P =... kips Support A: Fixed Support B: Roller Two beams are connected with an internal pin at C as shown. Choose your own data and determine the following: (a) the vertical support reaction (kips) at support B (b) the bending moment (ft-kips) at support A (c) the bending moment (ft-kips) at point D

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: -vertical component of reaction at C Last time i post but answer is wrong expert did not consider moment 60 kn. M Please consider moment
Help ASAP P= 541kN determine vertical reaction at A(in kN) 3 decimals
2. The beam AB shown is supported at A and B. the beam is loaded with three fixed concentrated loads and an overhead hoist carrying a load W. P1 P2-320 KN. P3-200 KN and W-500 KN A. Find the distance of W from A in meters if the resultant of the external loads is at the midspen B. What is the reaction at A when W is at midspan?
The frame is used to support a live load of 1.575 kPa. Thickness of concrete slab is 124.903mm. Weight of concrete is 23.293 kN/m^3. Weight of beam BG,AH,CF,DE is 4.526 kN/m and that of is 5.413 kN/m L=5.918m Width"B" = 1.582m Compute the reaction at point A (kN) at member AD Answer: 71.118 Need solution
Thanks for the help Determine support reaction at D
The frame has dimensions H1 = 4 m , H2 = 3 m , and L1 = 6 m , and supports two lateral loads P1 = 10 kN and P2 = 12 kN . The area of column AE is 40 cm2 and the area of column BF is 80 cm2 . Gy = 13.3 kN Ax = 11.0 kN a) What is the horizontal reaction from the ground on the base of the column at B? Let a positive reaction be pointing to the left. Bx = ?
The 5 ft aluminum strut is fixed between the two walls at A and B. If it has a 2 in by 2 in square cross section, and it is subjected to the torque of 80 lb-ftat C located 2 ft from A. Determine the reactions at the fixed supports. Also, what is the angle of twist at C? Gal = 3.8(10)^3 ksi
Uniform slender bar ABC of mass m = 5 kg and length L = 3m is pinned at A and supportedby a cable attached at B. The cable runs over a frictionless pulley at E, but the small pulley at Dhas seized and will not rotate; the coefficient of static friction between the cable and the seizedpulley at D is 0.2. The pulley at E supports a cylinder of mass M. Find the mass M required toinitiate counterclockwise (CCW) rotation of bar ABC. α = 30o and θ = 25o.
Determine the reactions and draw the shear and moment diagram of the indeterminate beam given below using Consistent Deformation Method. Consider the support reaction at point C to be the redundant. 50 k 50 k -8 tt 8n 8 it 21 Upload Choose a File
Analyze it completely using MDM. Final output should be the shear and moment diagrams.
Refer to the beam loaded as shown. (a)What is the Value of horizontal reaction at the fixed support?(b)What is the value of resulting couple at A?
A) Define the bending stress as relates of beams. B)A fixed AB length 3m carries a point load of 45KN at a distance of 2m from A.if the flexural rigity (i.e. EL)is 1×10^4KNm^2, determine: I) fixed end moment A and B II) Deflection under the load III) the maximum deflection IV) The position of the maximum deflection.