QUESTION 2 Figure Q2 below shows a frame structure subjected to a point load of 40 kN and a uniformly distributed load of 15 kN/m along member AB. Use moment distribution method to obtain the shear force and the bending moment diagram of the frame. Show all important values. 40 kN 15 kN/m 2 EI 1 m 3 m ΒΛ ΕΙ 5 m FIGURE Q2 Check your answer using slope deflection method

From the beam shown with fixed end support at A and rollers at B and C respectively, it carries a uniform load of 2 KN/m along span AB and a concentrated load of 12 KN at the mid span of BC. Using slope deflection method and constant value of El with E = 200,000 MPa and I = 400 x 106 mm4. What is the moment MAB in KN-m? Express your final answer in absolute value and use two decimal places. 2 kN/m 12 kN A 24 m 8 m

QUESTION 1: Slope-Deflection Method Determine the member end moments and reactions for the frame shown in F loading shown. Use the slope deflection method. 2 m L 1 2 m 11 50 kN/m -200 KN- 6 m 6m El = constant Figure Q1 D 50 KN 2 m E

(Situation no. 2) For the beam supporting the loads shown with E= 200000 Mpa and I=1x10^8 mm^4. (4) Determine the reaction at the roller support, in KN. (5) What is the value of the deflection at point B, in mm? (6) What is the slope at C, in degrees? 8KN/m B 4m 4m Select the correct response: 24.50 kN 18.50 kN O 20.50 kN O 16 kN TTTTI

The support B settles by 80mm, calculate the shear force and bending moment for the continuous beam shown in following figure. Assumed the value of E = 200000 N/mm?, I = 12 x 106 mm4. Analyse the beam using slope deflection method. 36 kN 18 kN/m B C 8m 2m 2m

A simply supported beam AB is subjected to a uniformly distributed load and a concentrated load as shown. The midspan deflection if E = 200 GPa and 1 = 3 x 106 mm² is: 20 KN 4 kN/m 3.5 m Select the correct response: 8.98 16.38 38.54 22.54 Continue > < Previous 0.5 m

Use Slope-Deflection Method to solve for the moment reaction at C in kN-m on the 250 mm x 350 mm beam shown in the figure below. Assume E = 80 GPa and use a = 2.0 m, b = 2.3 m, c = 50 kNand d = 31 kN/m %3D %3D %3D c kN d kN/m "a" m 3 m

Q1. A continuous beam shown in Figure Q1 is held by a pin support at A and by roller supports at B and C. A uniformly distributed load of 15 kN/m is applied along span AB, and point load of 25 kN is applied 2 m from support C. (a) By using the slope deflection method, analyse the beam to determine the internal moments and reaction forces at all supports. 25 kN 15 kN/m I B I 6 m 4 m 2 m FIGURE Q1

Q3. Analyse the member end moments and reactions for the continuous beam shown below using the slope deflection method. E = 200GPA 1 = 7x10° mm. 60KN 15KN/m 10m 5m 5m D.

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