Solve using moment-area theorems.
Question Four: For the pin-jointed truss shown in Figure 4, 3m 12 KN 3m 30 kN 3m 15 kN 4m 4m 3m 3m 6m Figure 4. Calculate the reactions at A and B. (a) By inspection (involving no calculations), list all the zero force members. (b) (c) By method of joints, analyse joints T, S and N to determine the force in members ST NT, RS, SN, MN and RN. In your answer, you must state whether the members are...
Using Moment area theorems, calculate the slope at A and maximum deflection for the beam shown in figure below. Given E= 200 kN/mm2 and I= 1 x 10-4 m4. [Note: Take 'w' as last digit of your id. If the last digit of your id is zero, then take w = 12] Compare the moment area method with other methods of calculating the deflection of beams.
Solve the following using Moment Distribution Method
200 KN 200 KN 21 kN/m 20kw/m A "B اے D 1at EI ET uit 4m 2.5m a.sm 3 m
Determine the slope at B and displacement at D. Er is constant. Use the moment-area theorems, 3 m 3m
Use Moment Area Theorems in the beam shown in figure 3 to
determine the following:
a- Deflection at C.
b- Deflection at D.
c- Slope at C.
d- Slope at D.
Use E for modulus of elasticity and I for the moment of inertia
for the whole beam.
20KN B k C pin Roller 4m 6m 4m Figure 3
Question 3 Use Moment Area theorems in the beam shown in Figure 3 to determine the following: a- Deflection at C. b- Deflection at D. — Q.3 20KN biler B joe K с D Pin Roller 4m 6m 4m Figure 3
Question 3 Use Moment Area theorems in the beam shown in Figure 3 to determine the following: a- Deflection at C. b- Deflection at D. C- Slope at C. d- Slope at D. Use E for modulus of elasticity and I for moment of inertia for the whole beam. 0.3 20KN t B 2014 C D Pin Roller 4m 6m 4m figure 3
Solve by using moment distribution method 28.904 26.856 16.257 16.257 KN/m 16.257 28.904 KN/m 26.856 KN(m 16-257 KN/m Nm Nm KNIm KNIM B 4.2m C 2.7mG 2.7mI 2.7m 2.7m M O Wh 4.2m 6m 4m E 6 m 6 m 6 un 6 m J A N ITTT
Solve by using moment distribution method 28.904 26.856 16.257 16.257 KN/m 16.257 28.904 KN/m 26.856 KN(m 16-257 KN/m Nm Nm KNIm KNIM B 4.2m C 2.7mG 2.7mI 2.7m 2.7m M O Wh...
Question 3 Use Moment Area theorems in the beam shown in Figure 3 to determine the following: a-Deflection at C. b-Deflection at D. Use E for modulus of elasticity and I for moment of inertia for the whole beam. Q.3 20KN toler B → С D pin Roller 4m Figure 3 —
Question 3 Use Moment Area theorems in the beam shown in Figure 3 to determine the following: - Slope at C. d- Slope at D. 0.3 20KN boiler jok K B A с D pin Rotter 6m 4m Figure 3