Question 3: Use the moment distribution method to determine the moments at the supports of the frame as shown in Figure Question 3. Draw the bending moment diagram for each member of the frame and clearly show calculations. Assume the supports at A and D are fixed and B is a fixed joint. El is constant. Note: Please clearly show all calculation steps. 1 k/ft B Fixed support 8 ft

Question 3: Use the moment distribution method to determine the moments at the supports of the frame as shown in Figure Question 3. Draw the bending moment diagram for each member of the frame and clearly show calculations. Assume the supports at A and D are fixed and B is a fixed joint. El is constant. Note: Please clearly show all calculation steps. 1 k/ft B Fixed support 8 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

Theory of structure L=10 ft Udl =4k/ft
A simply supported beam carries a moment applied to one end as shown. El is constant. a) Calculate the support reaction forces for the beam b) Write out the M(x) equation using discontinuity functions. c) Determine the slope and deflection equations by integrating the M(x) equation as needed and using two B.C. to solve for the integration constants, C1 and C2. d) Calculate the deflection at the mid-span of the beam. e) Check: Calculate the deflection at point B (right support). A 12A
For the beam shown below, let wo = 16 N/m, W₁ dimensions are in m. 0 1 Wo ↓ = 10 N/m, and M = 16 N/m. All W₁ min 1 1 2 3 4 5 7 Figure 2 Loaded Cantilever Beam L 6 1 8 a. Find the reactions at A. b. Find the loading function q(x) using singularity functions. c. Find the shear and moment functions V(x) and M(x). M 9 m d. Determine and plot the shear diagram for the given loading conditions. e. Determine and plot the moment diagram.
The beam-column in the figure is a member of a braced frame. Use LRFD and determine whether this member satisfies the appropriate AISC interaction equation. Endpoints are pin connections in both x and y directions and the member is laterally supported at both ends. The load and moments are computed from service loads, and bending is about the x axis. Use Lp = 3.166 m, Lr = 12.487 m and Cb as 1.0. The steel is S355; Fy = 355 MPa, Fu = 510 MPa, E = 200 GPa. 450 kN 300 kN 300 KN 1 m 2 m 4 m HE300B 1 m 450 kN HE300B A = 149.1 cm², d = 300 mm, tf = 19 mm, tw = 11 mm, bf = 300 mm, Ix = 25170 cm4, rx = 12.99 cm, Sx = 1678 cm³, Zx = 1869 cm³, Iy = 8563 cm4, ry = 7.58 cm, Sy = 570 cm³, Zy = 870 cm³, h = 208 mm.
only HANDWRITTEN answer needed ( NOT TYPED)
I need the answer as soon as possible
Solve the problem by the moment-area method. The beam has constant flexural rigidity EI. A simple beam AB supports two concentrated loads P at the positions shown in the figure. B C 4. 4 A support C at the midpoint of the beam is positioned at distance d below the beam before the loads are applied. Assuming that d = 12 mm, L = 5.4 m, E = 200 GPa, and I = 193 x 10° mm, calculate the magnitude of the loads P (in kN) so that the beam just touches the support at C. 163.87 x kN
Handwritten
Show solutions to solve the problem
Determine the force in members BC, GA, and BG of the truss shown in the figure below. Let P = 175 kN. NOTE: If your answer is a compressive force then just put a negative sign. If your answer is a tensile force then just type the answer directly. (ALSO, DON'T FORGET THE UNITS) 2P 2P 30 60V60° 60°V60° C 30 D 3P 4m 4m 4m Solve the force in member BC. Solve the force in member GA. Solve the force in member BG.
I need the answer quickly
Beam AC with constant EI has a roller support at point B and slider support at point A as shown in the figure below. Using the conjugate beam method to determine the magnitude of the couple moment M0 in terms of P if the displacement at point C is zero. Hint: the slider support can be considered as a fixed support but can move freely in the vertical direction. Use these properties to find the corresponding conjugate support for this problem.