(Distributed Loads) Determine the support reactions at A and B 12 l 2i FT lo g"
Distributed Loads Saved Determine the reactions at the beam support for the given loading when MB = 102 lb points 40 lb/in. 19 to 1 eBook Hint -4 in. — 6 in. Print The reaction at the beam support Bis O b lo (Click to select) 9. References The moment at the beam support Bis bin. (Click to select)).
A simple beam supports two concentrated loads and a uniformly distributed load over 8 ft. of the span. Solve for the support reactions at A and B CONSTRUCTION MANAGEMENT TEXAS RLINGTON Assignment #1 FALL 2018 Q4. A simple beam supports two concentrated loads and a uniformly distributed load over 8 ft. of the span. Solve for the support reactions at A and B. 200 Ib 300 lb. 00- 50 lb./ft. 3' 6' 8 Page 5 of 11
1. Determine the support reactions for girders B-1, B-2, B-3 and G-2. Live load- 75 psf, Dead loads: 55 psf. Planks width is 1'. Beam and girder self weight is 10 lb/ft. B-1 G-2 B-3 10" 5' 41 8' 1. Determine the support reactions for girders B-1, B-2, B-3 and G-2. Live load- 75 psf, Dead loads: 55 psf. Planks width is 1'. Beam and girder self weight is 10 lb/ft. B-1 G-2 B-3 10" 5' 41 8'
Determine the reactions at the support B using the Force Method Determine the reactions at the support B using the Force Method (0.5 pts) 500 lb/ft 28 12 ft
Problem 2: Calculation of Support Reactions One frame of a single-story gable-roofed structure is shown below with distributed loads due to wind. The supports at A and E are fixed, and hinges are present at joints B, C, and D. Determine the support reactions at A and E considering the wind load shown 1.5 kip/ft 1.5 kip/ft 9 ft 12 ft 2.8 kip/ftB 1.5 kip/ft 12 ft -30 ft
1. A 20 ft beam carries a distributed load + concentrated loads as shown in the figure below. -12 ft 400 lbs 300 lbs 500 lbs/ft 3 ft- - 20 ft Provide the following: a) Find the reaction forces on the beam. b) Discuss why your answer in a) is practical and makes intuitive sense. c) Find the shear and moment in the beam 14 ft from the left support.
For the loaded truss with loads defined as a function of L 1. Find the support reactions at point A and E. (5 points) 2. Determine the forces in members AB, CG, and DE using the section method (15 points) 3. Verify your answer of question 2 by using joint method. (10 points) L/2 L L L L/2 d B a cY a DY d E d d d H G F
For the loaded truss with loads defined as a function of L 1. Find the support reactions at point A and E. (5 points) 2. Determine the forces in members AB, CG, and DE using the section method (15 points) 3. Verify your answer of question 2 by using joint method. (10 points) L/2 L L L L/2 d B a cY a DY d E d d d H G F
K8 ft * 4 ft PROBLEM 4 Determine the support reactions and the force in member CE for the truss shown in the figure below: 300 lb D E F 8 ft A B C 4 3 1000 lb 8 ft * 8 ft
Determine the support reactions and the force in member CE for the truss : 8 ft *4fty 300 lb D E F 8 ft A B 3 1000 lb 8 ft * 8 ft