Dimensions: L= H= E= EA= |=| Applied actions: W= H Question 3: Use the moment distribution method to analyse the frame and complete the following tasks 1) Determine the bending moment diagram; 2) Determine the shear force diagram. Note: Use the moment distribution to an accuracy of one decimal place. W B 4/m 4/m 2475000 kN/m² ookN 0.081 m² 4 A 45 kN/m L C D H/2

Data are as follows: P=6.2 kN, L=3.2m, d=1.25m, b=80mm, t=25, h=120mm, h1=90mm. Determine the moment of inertia about the centroidal x-axis in mm^4.

Moment Distribution Method Given the continous Beam Determine the following: A. Supports Reaction b. Draw the Shear and Moment Diagram AB=3I BC=10I CD=2I

DRAW THE SHEAR AND BENDING MOMENT DIAGRAM OF THE BEAM SHOWN. SOLVE THE PROBLEM USING MOMENT DISTRIBUTION METHOD. W1 P a L1 L2 W2 73 KN/m 219KN 5.4m 9.10m 11m 36.5KN/m

A rectangular reinforced concrete beam with width of 300 mm & effective depth of 600 mm is subjected to a service bending moment of 200 kN.m. The beam is reinforced with 4-32 mm diameter bars. n = 8.   1.  Compute the distance kd?  a. 246.33 mm b. 353.67 mm c. 170.33 mm d. 302.33 mm 2. Which of the following gives the moment of inertia about N. A.? a. 4173.81 x 106 mm⁴ b. 3471.81 x 106 mm⁴ c. 4371.81 x 106 mm⁴ d. 4713.81 x 106 mm⁴ 3. Which of the following most nearly gives the maximum stress in steel in Mpa? a. 100 b. 110 c. 120 d. 130

(a) Compute the vertical deflection at C, the horizontal deflection at D and the rotation at A by the virtual work method. (b) If support E moves to the right by 5mm and settles downward by 10mm, compute the additional horizontal deflection at D. Given E=200GPa  and I=108mm4 .

Draw the shear and moment diagram. Use Moment Distribution Method (MDM)

can you do this follow up question please ; c) the value of the maximum bending moment in the beam. Enter your answer in kNm to three decimal places. Note: when deriving internal moment equations, use the following orientation of x coordinate:   Segment AB: x changes from 0 at support A to a at support B. After making the cut, keep the part of the beam left from the cut. Segment BC:  x changes from a at support B to L at point C, where L = a + b. After making the cut, keep the part of the beam right from the cut, i.e. distance from point C to the cut is equal L-x.

Given a cantilever beam of length L=3.1meters. The left support “A” is fixed while the right end “B” is free. With constant EI=20000 KN-m2. A downward uniform load of 61KN/m is applied all throughout its span. Using Area Moment Method (AMM), calculate the deviation of A when a tangent line is drawn at B, i.e. tA/B? Express your answer in "millimeters" in 2 decimal places. Include negative (-) sign if tA/B  is negative.

El-ConstantAnalyze the beam using Moment Distribution MethodDraw shear, bending moment and elastic diagrams