Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- DHE TE For the beam shown below, draw shear and bending moment diagrams and determine the x-coordinate of the maximum bending moment. etwag Bro-M Nofe We Efage=1+ chcominx + Ag + A. x = 6.0 in. B. x = 12.0 in. C. x = 18.0 in. D. x = 9.25 in. y 0 6 in M X w = 100 lbf/in A 12 in Ад V = 100x +Ay € Mg = 0= Ay, 12-100-18 B Ay=113627 ду- 1 in 500.X 2 inarrow_forwardDesign the positive moment of the beam shown below, determine the number of 20mm diameter bars and the tension steel area, As. Assume the loads given are already factored. b=260mm d=420mm fe=21MPA fy=275MPA As = sq mm. n = 50KN 3m 20 KN/marrow_forwardDetermine the force in member BE of the loaded truss. The force is positive if in tension, negative if in compression. 15 50⁰ 10¹ B 12° Answer: BE = i L F 12' E 2L C 12° 10' 15 50° Larrow_forward
- Determine the maximum positive moment (lbs-ft) in the simply supported beam as shown. Where: Where: L1 = 7ft; L2 = 4.2ft; W = 299lbs/ft W A L1 R₁ B p L2 R₂arrow_forwardDetermine the maximum positive moment (lbs-ft) in the simply supported beam as shown. Where: L1 = 6.5ft; L2 = 3.8 ft; W = 298 lbs/ft W L1 R₁ B L2 R₂arrow_forwardQ12. Acontinuous beam is built in at A and is carried over rollers at B and C as shown in figure, AB = BC = 12 m. It carries an uniformly distributed load of 3 kN/m over AB and a point load of 24 kN over BC which is 4 m from the support B. Value of E and I are 200 Gpa and 0.2 x 10-3 m2 respectively uniform throughout. Calculate the fixed end moments.arrow_forward
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