3. Determine the'maximum deflection between A and B. T~ bstant 2 kN/m 8 kN Ans 3.03...
Q1: Determine the reactions at supports A, B and D. 4.KN 5 kN 8 kN.m 60° 3 1.5 m B 4 6-KN 45° -3 m 2 m t
Q1: Determine the reactions at supports A, B and D. 4.KN 5 kN 8 kN.m 60° 3 1.5 m B 4 6-KN 45° -3 m 2 m t
1] Determine the reactions at the supports. (20 points) 3 kN 3 m 6 kN 8 kN 2 m
1] Determine the reactions at the supports. (20 points) 3 kN 3 m 6 kN 8 kN 2 m
Determine the reactions and moments using
Slope-deflection method and draw V, M diagram
SITUATION 2.B 68-8 KNIm 51.8 KN/m 1.5I 2.5I SLOPE-DEFLECTION METHOD SoLy TiON rieN
structural analysis
2- Determine the slope and deflection at mid span 25 kN/m 1. D #m-- -В 1-3 m +- -10 m- El = constant E = 200 GPS 1 - 500(106) mm
Determine the reactions at the supports. 3. 800 N/m 3m Ans: В NA Br 2.40 kN = 133 N В, 3.33 kN 3 m 1 m
C) Slope at support A and the deflection at B 39 kN 26 kN/m Using Virtual method B с A ID DOO 4.5 m 1.5 m 2 m
When w1 = 10 kN/m, w2=8 kN/m, w3 = 2 kN/m, a = 3 m and b = 3 m for the system shown below, determine the internal moment in kN.m at a section passing through point C. Thereafter, choose the correct answer from the values provided below.
Problem 2) Use the method of superposition to determine V, (the deflection of point B) of the pictured 8-m long steel beam. The beam experiences a clockwise moment at point A, MA = 80KN m, and a distributed load, w = 40 kN/m acting upwards along the beam from point B to point C. The elastic modulus of steel is E = 200 GPa and the moment of inertia for this beam is 12 = 150 106 mm*. The specific...
deflection using superposition and integration
For the beam below determine the following a). Deflection at point C superposition b). Check your answer in (a) at point C using integration Note: E = 210 x 103 N/mm2 , lxx = 940 x 106 mm" dZy M 2 EI = 20 kN 1 m 8 kN/m Ci 爿 3 m
8 kN 10 kN 4 kN 1.5 m 2 m 2 m Determine the force in each member of the truss by method of joints and state if it is in tension or compression.