Q3: Complete the analysis of the rigid frame shown in figure (3) by using the moment distribution method. Knowing that the bending moment at joints due to the applied loads is recorded in table (1), use M34= -20 kN.m for sway if you needed. Table(1) Member 12 21 23 32 34 43 Moment (M)I +62.06 -62.06 +27.30 -27.30 -12.75

Q3: Complete the analysis of the rigid frame shown in figure (3) by using the moment distribution method. Knowing that the bending moment at joints due to the applied loads is recorded in table (1), use M34= -20 kN.m for sway if you needed. Table(1) Member 12 21 23 32 34 43 Moment (M)I +62.06 -62.06 +27.30 -27.30 -12.75

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

From the given figure below, determine the value of the internal moment of each joint using moment distribution method. El is constant. A 1.5 K/ft 24 ft B 20ft 15ft 1 D
An indeterminate beam carries different Solve the 2nd carry over moment of types of loads as shown in the figure. Using Moment Distribution Method (up to 4th distribution), solve the following: Let w = 295kN/m (NOTE: Put a negative sign if the moment is CCW otherwise don't put any sign at all. Don't also put any units. span BC. Solve the 3rd carry over moment of span св. Express ALL YOUR FINAL ANSWERS to at least 5decimal places) Solve the Moment at span BA. Sm Solve the Moment at span CD. Solve the distribution factor of member Св. Solve the Moment at span DC. Solve the distribution factor of member BA. Solve the Moment at 2nd distribution in span AB. Solve the 1st carry over moment of span АВ. Solve the Moment at 3rd distribution in span BC. Q
Please fast answer
6 of 8 H.W.6: For the longitudinal frame of the flat slab floor shown in figure, and by using the Direct Design Method, find: a- Longitudínal distribution of the total static moment at factored loads. b- Lateral distribution of moment at exterior panel (column and middle strip moments at exterior support). Given w = 18.0kN/m², edge beams: 300 x 600 mm. 5000 mm 6000 CL Panel 2000 CLPanel 9400mm -400 5000 mm H.W.7: For the transverse exterior frame (Frame D) of the flat plate floor, without edge beams, shown in Figure, and by using the Direct Design Method, find: 120k
(a) Solve the following indeterminate beam by the moment distribution method. Determine the reactions and draw the bending moment diagram. (b) If support B and support C settle downward by 0.008m and 0.004m, determine the reactions and draw the bending moment diagram. Given E=200*106 , I=10-5 . (Ans : (a) Ay=7.755, By=8.471, Cy=15.101, Dy=28.673, MAB=-6.676, MBA=5.399, MBC=-5.399, MCB=16.118, MCD=-16.118; (b) Ay=10.193, By=11.429, Cy=30.059, Dy=8.319, MAB=-13.298, MBA=-0.165, MBC=0.165, MCB=16.724, MCD=-16.724)
USE SLOPE DEFLECTIO METHOD. From the indeterminate frame shown, find the moment at C acting in M member CE, CE, in kNm. EI is constant. 60 kN B 5 m 45 kN/m 6 m 5 m 4m E
A wide-flange beam with an unbalancedcross section has the dimensions shown in the figure.Determine the plastic moment MP if σY = 36 ksi.
USE SLOPE DEFLECTIO METHOD. From the indeterminate frame shown, find the moment at C acting in M member CE, CE, in kNm. EI is constant. 60 kN B 5 m 45 kN/m 6 m 5 m 4m E
Problem 1 Using the Moment-Distribution Method, determine the moments at B and C, then draw the moment diagram for the beam. Assume the supports at B and C are rollers and A is a pin. E = 29×10³ ksi, A = 6.49 in², I = 199 inª. 175 lb/ft -10 ft- B - 10 ft -8 ft 150 lb D
Please answer the ff in complete solution and draw an fbd use moment distribution method only.
For Beam WD (EI Constant), use the Moment Distribution Method to Determine Moments at Supports and Draw Bending Moment Diagram. 5.5 kN/m EI EI W T E 3.3 m 6.3 m-
Using MOMENT DISTRIBUTION METHOD determine the following: a. FEM and DF b. Reactions c. Shear and Moment Diagram Please show the complete solution.