HWK 4-1.2-2 Find length, h, in inches of bronze post if beam must remain level. 10k/f 1' 1.5" x 1.5" Bronze post E = 12,000 ksi 36" 3' 1" x 1" Steel post E = 29,000 ksi h"

Q: Solve for AB, BH, and HG. Use only one section cut. B 12 A 12' 12 12 首F H.

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Q: 5. Using method of sections, determine whether the following are in tension or compression: FH GH GI…

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Q: Draw a complete shear diagram for the beam

A: Draw shear force diagram of the beam.

Q: For the 12 in. X 24 in. beam section shown, does the positive moment reinforcing steel shown at the…

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Q: (A 30' 5 EQUAL SACES 35 BEauAL SICES Ga I- 30 8. GI ca 30 -I- O FLOOR FRAMING PLAN uestions: O Dran…

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Q: a.) Girder factor at joint D, go b.) Column factor at joint K, Ck C) Girder moment factor at Joint…

A: All data mentioned in the figure it selfneed to find 1- girder factor at joint D, gD2- column factor…

Q: Total load 87 psf = B1W16 x 57 G1W24 x 68 Compute Vmax and Mmax for Beam 1 and Girder 1 in the roof…

A: Approach to solving the question: Detailed explanation: Examples: Key references:

Q: Steel, fy (main bars) = 415 Mpa Steel, fyt (ties) = 275 Mpa 1. Determine the minimum spacing “a”,…

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Q: Compute the net area. The 6 x 4 x 1/2 angle shown has one line of 1-in Ø bolts in each leg.The bolts…

A: The given structure has 1 in bolts in each leg. The bolts are 4-in on center in each line and are…

Q: Determine the value of the stress in the prestressed reinforcement at nominal strength. (MPa)

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Q: Verify the value of ry given in Part 1 of the Manual for the double-angle shape 2L5x31⁄2 x 1⁄2 LLBB.…

A: Calculate the moment of inertia about y-axis: Where; I is the moment of inertia about the y-axis A…

Q: Instruction : Draw a matrix / table to show comparison of the following methods of analyzing…

A: Double integration method ∑MRb =0   4 Rc +30×1×12=30×4×42  4Rc =240-15    Rc =2254=56.25 KN…

Q: Sth Floor 4th Floor 3rd Floor 2nd Floor 1st Floor Column C1 Ground Floor Figure la. (3D View) 0.61…

A: Strain energy hypothesis proposes that disappointment will happen when the strain energy per unit…

Q: Check the safety of the square footing as given to support the applied axial loads only neglecting…

A: column dimesion = 500mm, 500mm Soil pressure = 190 KN/m2Fck = 21 N/mm2Fy = 276 N/mm2foundation…

Q: 2. Find the tension in the cables in the structure below. ( THIS IS AN EAM. DO NOT DUR THIS IS AN…

A: To determine the tension force in each cable. For that calculate the unit vector along the…

Q: calculate Ix and Iy of the built-up steel members shown.

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Q: A 20m Fink Truss are spaced at ‘S’ meters o.c. the purlins are made up of C10X20 sections and are…

A: To find:whether the purlins are adequate to carry such loadingsg. The required diameter of sag rods

Q: Problem 4-6: For beams and loads given, select stirrup spacings across the span iff'c = 3,500 psi…

A: We know that shear strength provided by concrete section is given by Vc = 2f'c*bw*d f'c = 3500 psi…

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.