Consider just beam2
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Consider just beam2
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- Find the forces of members L1U2, U1U2, L4U4, U3L4, U3L3 of the below structure. Here, X=1.4.2 (A). A rectangular section beam has a depth equal to twice its width. It is the same material and mass per unit length as an I-section beam 300 mm deep with flanges 25 mm thick and 150 mm wide and a web 12 mm thick. Compare the flexural strengths of the two beams. C8.59: 1.3.15 2.16 The three forces acting on the beam can be replaced with a single equivalent force R. Determine the angle θ and R. 25kN P2 60 kN P3 80 kN 40° 50° 4 m 6 Figure P2.16 COMPANY
- Given both questions are subparts please give me both solutions. Which of the following gives the bending moment at point A on the beam shown (KN-m)? A. zero B. 895 C.1000 D.375 Which of the following gives the axial and shear force at point A on the beam, respectively(KN)? A. 45 and 66.667 B.75 and 91.667 C. 60 and 121.667 D. 75 and 283.3331. An unsymmetrical flexural member consists of a 70 × 600 top flange, a 70 x 400 bottom flange, and a 12 × 180 web. Determine the distance from the bottom of the shape to the horizontal plastic neutral axis.Simply Supported Beam With Distributed Loads Shown Below. 500 N/m 150 N/m 0.5 M 0.5 M 0.5 M 1 FIGURE P5-30 1.compute Reactions @ Support 2.draw The Complete Shearing Force And Bending Moment Diagram 3.
- Please help me answer this. Thank you!! The steel framework is used to support the reinforced stone concrete slab that is used for an office. The slab is 200 mm thick. Sketch the loading that acts along members BE and FED. Take a = 2 m, b = 3.5.The beam shown in Figure 3.3b supports a concentratedload of 12,000 lb located 6 ft fromR2 and a uniformly distributed loadof 800 pounds per linear foot (lb/ft) over its entire length. Computethe value of vertical shear at various sections along the span.Is the another support force possible solve like this: r3*9m-4KN/m*2.5m*6.5m-12KN*1m=0 >r3= 8.56 KN
- Solve the problem using influence lines. Determine the maximum force (tension or compression) at member IH of a two-side bridge truss due to a series of concentrated load shown. Assume the loads can travel in either direction along the center of the deck, so that half its load is transferred to each of the two trusses Given: T= 2.16 U= 8.64 V= 13.5 W= 8.1 X= 10.8 Y= 5.4For the truss and loading shown, determine the magnitude of the force (lb) in member CE, if P = 30322 lb, Q = 34406 lb, and y = 6.9 ft. Round off only on the final answer expressed in 3 decimal places .5. What is the approximate moment at support a? In kN.m A. -79.86 B. -27.95 C. -73.28 D. 0 E. -10.98 F. 73.28 G. 79.86 H. 10.98 I. 27.95