Problem 5.8: Determine the deflection at the center of BC for the frame shown in Fig....
asap
Q4: Using slope-deflection method, determine the reactions of the supports for the frame shown in Figure (4). Then draw shear and bending moment diagrams for the frame. E is constant. 5k/ft E D 10 ft B-10k 5 ft -20 ft tsa -21 E = constant Fig. (4)
Q4: Using slope-deflection method, determine the
reactions of the supports for the frame shown in Figure (4). Then
draw shear and bending moment diagrams for the frame . E is
constant.
I need it in 30min or 1 h
SA E DI 10 ft B-10 k 5 ft A 20 ft +5 Sft E = constant E
Q4: Using slope-deflection method, determine the reactions of the supports for the frame shown in Figure (4). Then draw shear and bending moment diagrams for the frame . E is constant 25% 5k/ E D 10 ft B-10k 5 ft ts -20 ft 51 -21 E = constant
8-4. Find all the end moments by slope-deflection for the rigid frame shown in Fig. 8-22. Draw the moment diagram, and sketch the deformed structure I04 5 ft 5 ft El constant 10 ft Figure 8-22
A=1200mm2
Problem #4: Determine the horizontal deflection at joint C of the frame shown in the Figure including the effect of axial deformations, by the virtual work method. El- constant, E 70 GPa, l = 554(106) mmt (25 Points) 10 m 15 kN/m -75 kN- 6 m BHinge 6 m
Problem #4: Determine the horizontal deflection at joint C of the frame shown in the Figure including the effect of axial deformations, by the virtual work method. El- constant, E...
Q2) For the frame shown in Fig.2, determine the reactions at the pin A and the force in the cable BC. 308 200 N/m Fig. 2 TOON
Ql: For the frame shown in the Fig. (1), check the
determinacy and stability then draw the axial force, shearing
force, and bending moment diagrams for the frame.
I need it in 30min or 1 h
1.2 k/ft Pin 25 k 15 ft 15 k B 20 ft 15 ft А 30 ft — Fig. (1) Fi
Q1: For the frame shown in the Fig. (1), check the determinacy and stability then draw the axial force, shearing force, and bending moment diagrams for the frame. 25% 1.2 k/ft Pin OC - 25 k 15 ft 15 k B 20 ft 15 ft D 30 ft Fig. (1)
i need the answer quickly fast as you can
Q4: Using slope-deflection method, determine the reactions of the supports for the frame shown in Figure (4). Then draw shear and bending moment diagrams for the frame. E is constant 5W/ 10 ft B 10K 5 ft -20 tra- 21 Econstant
For the frame shown. use the slope-deflection method to (a) Determine the end moments of each member and reactions at supports (b) Draw the quantitative bending moment diagram. and also draw the qualitative deflected shape of the entire frame. 10 kN 12 kN/m 2EI 3 m 40 KN 3 m 6 m