If Fy = 345Mpa, is a W14 × 90 adequate? %3D

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A:

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A: Solution

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Q: Safety standards for the special cases need to be clearly specified in the design specifications.…

A: answer is true   explanation is given in below step

Q: During concrete pavement inspection of link (3*10) slabs, from airfield section, 4 slabs medium, 12…

A:

Q: How did you determine its a smooth pipe?

A: Given data: εd=9.87×10-5Nd=944,444.44

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Q: the load is 150kN at the center of the beam and the dimension of the beam is 6x6x24. compute for…

A: P=150kN L=24 b=6 h=6

Q: f=35 Mpa Pe-68AN by -35 Mpa Find sec. dimensionsLAS

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Q: ー2 KMS=1+ 000 100m-> Elevation of S= 900.00 Elevation of = 904.00 Finish (cover) thichess= 50m Hesgh…

A: Elevation of S = 900m Let L be the length of curve KMS = 1 + 000

Q: 1. Section modulus for a rectangular section is given as (a) bd/36 OT (b) bd/6 (c) bd/6 (d) bd/12

A: Correct answer is option C bd2/6

Q: m REQUIREMENT: PCS- "THICK INTERIOR PLYWOOD WALLS PCS- ¼" THICK EXTERIOR HARDIFLEX WALLS PCS-…

A:

Q: can you please resolve this with the right dimensions  I noticed that the expert mixed between 4m…

A: A continuous beam is hinged at A and a roller is supported at D and E an internal hinge C is present…

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Q: Show step by step solution

A: FINAL ANSWER:-       Therefore,the minimum coefficient of friction is 0.2167.Explanation:

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Q: BM 1 STA BM 1 BM 1 El.- 100.00 X 4.683 HI == Benchmark El.- 100.0 IP#1 BS Existing Building TP 1…

A: Given data,Benchmark 1=100'From IP#1BS=4.683' & FS=5.812'

Q: Describe about the tangent modulus.

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Q: h = 10⁰ -xx=666 in ly=426 in 21'-0" 28-0 L=? 1. Given the allowable stress table for wood timbers…

A: b = 8 in h = 10 in  Ix = 666 in4 Iy = 426 in4

Q: Determine SFD and BMD Hinge Hinge 10 k 4 k/ft 4 k/ft 100 k-ft 6 k/ft 10 k 6' + 6 * s + s + s' +o *…

A: Since bending moment at the hinge is zero Take moment about C hinge from RIGHT side  -100 -…

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A:

Q: Q2) For the shown beam, calculate beam web yielding capacity? 1-178X102X19 1-305 X 127 X 37

A: b (Width of section on top of beam) = 101.8mm

Drawing Framing Plans

A framing plan is a plan that is a blueprint to display the locations, materials (like timber, steel), spacings, sizes, framing members, and the number of structural components required to construct the house. Drawing the joists and double framing in such a position so that they can be occupied in the completed building. There is no requirement for joist dimensions at each position. Perpendicular to the joist, the drawing of bridges is made and noted as “3-2” x 3 bridgings. Wall framing plans depict the position and methodology of framing openings and heights of the ceiling so that studs and posts can be cut out. As it is a vertical plane view, technically a wall framing plan is​ not a plan.