Figure 500 lb/ft -9 ft 2000 lb -9 ft 1 of 1 Part A Identify the shear diagram for the beam.(Figure 1) O O O V (kip) V (kip) 5.12- 0.625- -1.375- -3.625- V (kip) 3.625- 1.375- -0.625- -5.12- Submit V (kip) 5.75 9 -5.76 Request Answer 18 x (ft) 18 x (ft) -x (ft) 18 18x (ft) Part B Identify the moment diagram for the beam. O O M (kip. ft) M (kip-ft) M (kip. ft) M (kip.ft) 9 -25.9 9 -25.9 25.9 9 25.9 9 18 18x (ft) 18 x (ft) 18 x (ft) (ft)

Figure 500 lb/ft -9 ft 2000 lb -9 ft 1 of 1 Part A Identify the shear diagram for the beam.(Figure 1) O O O V (kip) V (kip) 5.12- 0.625- -1.375- -3.625- V (kip) 3.625- 1.375- -0.625- -5.12- Submit V (kip) 5.75 9 -5.76 Request Answer 18 x (ft) 18 x (ft) -x (ft) 18 18x (ft) Part B Identify the moment diagram for the beam. O O M (kip. ft) M (kip-ft) M (kip. ft) M (kip.ft) 9 -25.9 9 -25.9 25.9 9 25.9 9 18 18x (ft) 18 x (ft) 18 x (ft) (ft)

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

The frame shown below is subjected to an applied Point Load of 27kN and a Uniformly Distributed Load of 3kN/m and is supported at A by a pinned connection and at B by a roller connection. Calculate the vertical support reaction at B. Give your answer in kN to 2dp. 3m 3m PL UDL 5m A
The assembly consists of two A-36 steel rods and a rigid bar BD. Each rod has a diameter of 0.753 in. If a force of 15 kip is applied to the bar, determine the angle of tilt of the bar in degrees. 3.5 ft 2.5 ft E D -1.25 ft- 0.75 ft' 1 ft 15 kips
Draw the FBD and solve for the support reactions of the beam. Please box final answer/s.
Q2:Replace the Force 70N by Equivalent System consist of one force &couple at 1: At Supporting point (A). 2: At point (c)Y 09 m 70 N -03 0.7 m
19 - In the plane truss system, the loading status of which is evident in the figure, the support reactions and all rod forces will be found. A is the fixed joint and B is the sliding joint. Single upload P = 35 kN, dimensions a = 1 m and bar numbers are given. Accordingly, S5 = ? A) 140B) 35C) 70D) 99E) 49.5
HW Determine the resultant force at pins A, B, and C on the three-member frame. od sdt no ol noitan 2m Ans: 800 N A, = 61.88 N A, = 569.06 N B = 338.12 N B, = 338.12 N C, = 461.88 N %3D Fc = 572 N FA = 572 N Fg = 478 N 200 N/m %3D %3D 2m %3D %3D Cy = -338.12 N 60 REDMI NOTE 9 PRO B AI QUAD CAMERA
Draw shear and moment diagram P=12kN W=5kN/m B 4m 1.5m A Height A --> E is 4m Angle at A is 45 degree
statics of rigid bodies
please answer question below step by step..
Determine reaction forces for A and D (A is a hinge joint D is roller joint)
What is the fixed end moment FEMCB for the frame shown? 2 k/ft B 100 k • ft 15 ft El = constant A E = 29,000 ksi I= 3,500 in.+ - 15 t- 15 ft 15 ft O a. -37.5 k-ft O b.0 k-ft O c. 100 k-ft O d. 37.5 k-ft