Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Given the 180 mm x 360 mm rectangular beam as shown in the figure. 100 kN/m 20 kN-m 50 kN/m 360 mm 1.5 m Sm 180 mm What is the moment value at point B in KN-m?arrow_forwardQ4/ The outlet pipe from a pump is a bend of 45° rising in the vertical plane as shown in Fig. 4. The bend is 150 mm diameter at its inlet and 300 mm diameter at its outlet. The pipe axis at the inlet is horizontal and at the outlet it is 1 m higher. By neglecting friction, calculate the force and its direction if the inlet pressure is 100 kN/m² and the flow of the water through the pipe is 0.3 m/s. The volume of the pipe is 0.075 m³? L PI U₂ A₁ Fig. 4 P2 U2 A2 ور Tarrow_forwardSTRENGTH OF MATERIALS UPVOTE WILL BE GIVEN. Please write the complete solutions and answer all the subquestions. w = 20 a. Graph the shear and moment diagram b. Find the value and location of Maximun Shear and Maximum Moment c. Give short explanation/analysis on the shear and moment diagram. (3 sentences or more)arrow_forward
- The continuous steel beam is loaded as shown in the figure. Draw the shear and moment diagrams. Use Moment Distribution Method (6 cycles/distributions). Fixed End 10m W =12 kN/m RB 8m P=20KN W=3 kN/m I Am TRE * 6m Fixed End D RDarrow_forward10arrow_forwardAnalyze the given frame by drawing the shear and moment diagram. Show complete solutions and draw properly each member.arrow_forward
- MIDTERM QUIZ NO. 1 Given the following beam loadings 1.) Derive the shear and moment equations In.. 200 N 1000 N/m 60 N.m 0.2 0.2 0.6 m |0.2arrow_forwardDraw the Normal Force (N), Shear Force (T) and Bending Moment (M) diagrams of the beam whose span and loading condition are given in the figure. H(t)2 M (tm)15 q1(t/m)16 q2(t/m) 19 P(ton)15 a(m)4arrow_forwardHello I really need help with this statics and dynamics question asap due in an hour please help.arrow_forward
- Determine the MAXIMUM SHEAR and MAXIMUM MOMENTS for using SHEAR AND MOMENT DIAGRAMS OR BY ANALYTICAL METHOD (EQUATION OF SHEAR AND MOMENTS) 25 KN 45 KN/m pin 2.25m 30* →1.125m 5 KN.m 2.25m 1.5m 12 KNarrow_forward5. Beam loaded as shown in the figure below. Instruction: Write shear and moment equations for the beams in the following problems. In each problem, let x be the distance measured from left end of the beam. Also, draw shear and moment diagrams, specifying values at all change of loading positions and at points of zero shear. Neglect the mass of the beam in each problem.arrow_forward
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