Determine the following: a. How many additional ɸ16 tensile bars are required? b. What is the new spacing of stirrups near the end in mm? Round your answer to nearest safe 25mm.

Q: Determine/derive the Shear and Bending Moment Equations of each segment of the beam (kindly include…

A: To find SFD  and BMD

Q: Determine the forces F3, F24 & F34 0of the truss using method of sections. 3m 28KN 25kN/ 28KN/ 36KN…

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Q: foundation for grouted riprap. 2.Bituminous layer below the surface or wearing course. 3-5. Plans…

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Q: I- Moment Distribution Method 1. Find the Ra, Ra Re and Rousing the Moment Distribution Method. | 10…

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Q: The short column below is subjected to Pu = 1500 kN. . Use f’c = 28 MPa and fy = 415 MPa, Clear…

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Q: stress in the shaft is 3,370 magnitude in Ib-in.) de in Ib-in.

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Q: Determine the acceleration of the bodies. coeff fr= 0.10 100 lb 200 lb

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Q: Determine/derive the Shear and Bending Moment Equations of each segment of the beam (kindly include…

A: To find SFD and BMD

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Q: The pressure in the outlet pipe from the reservoir is 61.3 kPa abs and h =15 m. Because of the…

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Q: Problem II. The fabricated steel members are being assembled into a truss on-site in the…

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Q: 55 AN 3EN/m BI W1s0 x 24 0.6 m 0.6 m- 0.6 m A W150x24 wide flange beam with E=200 GPa is loaded as…

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Q: D Determine the reactions at the supports A, B, and C, then draw the shear and moment diagrams. EI…

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Q: Relative error in x is? a.δx⁄x * 100 b.δx c.0 d.δx⁄x

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Q: ENUMERATE 100 TYPES OF STEEL FAILURES. WILL GIVE UPVOTE FOR CORRECT ANSWER

A: ANSWER

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Q: 71 ΚN/m 46 KN/m A L= 2.3 m L= 4.0 m

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Q: - 4@50 --- 4@100- -rest @ 175 2-032 - $12 2-020 400 mm 175mm-- B SECTION -1525 mm- ACANTILEVER BEAM…

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Q: 1- A rectangular beam reinforced with 4 o18 bars has h=650mm, bw=250mm and d'=30mm. Applied moment…

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Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.