/ for the beamin fi anco MPHdc the immediade de flectionduebototal Load 3ure be b-Estimate the Long-derm deflecblon if ass4me 307- S45tained 4se Fc'=28 Mpa of Live load as FY= 400MP D.2 2.L 35 KN/M 2.5M L.L F00MM 350 MM 25 200MM 200 MM 620mM 31

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A: We will multiply shear stress to shear area to find load.

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A: The Bending moment diagram and MEI diagram of given simply supported beam is shown below:

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A: Question is not clear. Please upload the full question so that the understanding in problem may…

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A:

Q: 4. Find HG 5 kN 4 kN 4 kN 3 kN 2 kN B D 3'm H 2m G - 5 m- -5 m- -5 m- -5 m-

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Q: highuay is dokmph . vradius 200m. Jo The design af a harizontal the super - elvation Haeed There is…

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A: Active Earth Pressure, Ka = (1-sinΦ) /( 1+sinΦ) = (1-sin38) / ( 1+ sin38) = 0.2366 Pa = 0.5 Ka Y…

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Q: NO.: DATE: ) A 100 m tape is suspend ed end s under o pull of 15 hg. at the It has al so support at…

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Q: Oif the allowable 6tresses are 6t = 20 Mpa and Oc = 8UM Pa, clelermine the value of X such that w be…

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Q: A body consist of a right ciralor solid cone ok luig ht 40 mm ond do dius 30mm placed on a solid…

A: step 1-

Q: 10. (15 pts.) Determine Ma when A, ' = 2,027 mm², A, = 4,054 mm² fa d'_ɛ, +p Note: fek = 24 MPa, fy…

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Q: | 1.5 ft |1.5 ft etermine the maximum 2.5 ft P prce P that can be applied o the 1 Kilopound crate…

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A: We have to find F and theta

Q: equivaky an Replor the loacdna Systnm ay resultent orce ared Couple momen acting at Pont A 300M 300M…

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Q: CIven: Pin-Pin conne cTion, UNBROCCD LenGTt a 18 ft 18 ft, E- 200,000 MPA, y= 248 MPA, FS.= 2.5…

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Q: 4. Find : O 9 :? Tmax 1. 25 P © e = ? Cmax a 0.80P member AC, of P- 200KN AAc:6000m? iF Stress

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Q: Select any zero force members from the list below. 8 kN HY 16 kN 2 m G 16 kN to 2 m 2 m B D E 5 m 5…

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Q: Ås s hown in tigure Hiw. 1_f Find the required torce to pull of 8.4mm fran thin plate at a distance…

A: We can use Newton's law of Viscosity for Force Determination.Shear Stress is Given as :ζ=μdudywhere…

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Q: ple: A(Scm) dia-water jetwith a Velocity of 3om/sec impinge ndriction losses - Compute de Force Li…

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Q: 100kn 2okn 50kw 25tW 15k A 30 3m し し 20kN 2okN 20k 3m 3m Sulve for indicete units & if in comp. FAB,…

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Q: 35ku/m ISoka D 5m 2-5m 2-5m ISoKS - Re K 2.5 = 0 teft > Re= 300 kN (1) Re 35x5+ I50-300 = 25 ke

A:

Q: Uniform load ( figi 18, NDS beamm ta bles) wa? %3D M. 2 M. *い-な) (typo in to ble) Mz Note: l,a , &w…

A: Given data: w1 = 0.5,  w2 = 0.1, L= 25 a = 8

Q: A Lined channel is shown in Rig. below with too slope sides 1:1 if the s deliver a m3 lece sand buse…

A: Note  - Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the…

Q: 100KM 80 KN 5OKHIM A A 2m 3m smC SOlve Suppoat reaet oA, RA =2 2. Rc 2

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Q: ries. The performance dat mps follow the parabolic vailable =HO =aV ^2. For p

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Q: The can ti ke ver trass Is loaded. Detern the reacthon at E. (3 5m A C om OD KN 20 KN

A: To find reaction at E

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Q: 1. By the moment-area method fin d the slope and de flectio n at the fre e end A cantile ver be a m…

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Q: An object falling vertically air is subjected to thirough the viscous Yesistance al well as to force…

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A: Solution Given That FA=315 dyne=0.003 NFB=1650 dyne=0.017 NduA=1 cmsduB=5 cmsdy=2 mm

Q: GENERAL LOAD 4m A 20kN H 30kN 20kN C G 30kN 4 @ 3m = 12m 20kN 30kN E A = 1000mm² E = 200 GPa

A: To Determine Axial force in each member of the given Truss.

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Q: (30 MM SOLVE PR: O CEHTPUS of THE SECTA 7,5 G Monont of luesta for th whele Section Ix, Iy 400 Ah…

A:

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.