For the frame shown in Question 3, find the and a. 12.5 pts] On the figure...
Question 1 A plane frame is loaded as shown in the figure below. The global coordinate axes are shown in the figure. For both elements, E = 30000 ksi, I-1000 in4 and A-100 in2. Determine all nodal displacements, nodal rotations and member end forces (including moments) for both members. Label member end forces in a free body diagram 1000 lb/ft 40 ft 45 30 ft
Can you please use Castalianos method. thanks.
Question # B: For the shown frame in the figure, use the virtual work method to determine a) the rotation of joint D and b) the vertical deflection at joint E. 15 kN/m E 21 F 2 Hinge 2 D 2 65I kN 3 m -3 m m. 5 m E- 200 GPa 1 H350 (106) mm4
#2) (35p.) Calculate the slopes "" and "c" in the frame shown in figure using "Slope-Deflection Equations". Do not solve the system. Do not draw any diagram. (E: Constant). ("A" is the fixed type of support and "C" is the pin). 20 kN/m 20 kN/m D B 30 KN 2 X X
#2) (35p.) Calculate the slopes "" and "c" in the frame shown in figure using “Slope-Deflection Equations". Do not solve the system. Do not draw any diagram. (E: Constant). ("A" is the fixed type of support and "C" is the pin). 20 kN/m 20 kN/m 12 D (1) B (1) ET 2m 30 KN + - 2 + Good Luck...
#2) Calculate the slopes "Og" and "c" in the frame shown in figure using "Slope-Deflection Equations”. Do not solve the system. Do not draw any diagram. (E: Constant). (“A” is the fixed type of support and “C” is the pin) 20 kN/m 20 kN/m D B (1) 30 KN (1) 2m 5m X X
#2) (35p.) Calculate the slopes "s" and "c" in the frame shown in figure using "Slope-Deflection Equations”. Do not solve the system. Do not draw any diagram. (E: Constant). ("A" is the fixed type of support and “C” is the pin). 20 kN/m 20 kN/m B m 30 KN (1) * m 2m 5 * X
#2) (35p.) Calculate the slopes "s" and "c" in the frame shown in figure using “Slope-Deflection Equations". Do not solve the system. Do not draw any diagram. (E: Constant). ("A" is the fixed type of support and "C" is the pin). 20 kN/m kN/m 20 D (1) B (1) 2- 30 KN 2 2m 5m K X
Use the Force Method to derive
the slope-deflection relationship given in class (and provided in
step 7 below) for Mab and Mba (as defined in the figure below) as
functions of Theta_A. E and I are constant.
Assignment #11 Due: 11/26/2018 a 12pm Draw a free-body diagram for each problem clearly showing loads and reactions Summarize in one location all of your final answers together, with directions of displacements showrn You must show your work in order to receive full...
#2) (35p.) Calculate the slopes "OB” and “Oc” in the frame shown in figure using “Slope-Deflection Equations”. Do not solve the system. Do not draw any diagram. (E: Constant). (“A” is the fixed type of support and “C” is the pin). 20 kN/m 20 kN/m D (I) B (1) 2m 30 KN (I) מר | 2m 5m X X X
#2) (35p.) Calculate the slopes "s" and "c" in the frame shown in figure using "Slope-Deflection Equations”. Do not solve the system. Do not draw any diagram. (E: Constant). (“A” is the fixed type of support and "C" is the pin). 20 kN/m 20 kN/m (1) B (1) m 30 KN (1) m 2m X 5m + X Good Luck...