fa Soit has Specific weight 2-6 and water Coptent is o-25 Lits saturated weight is o8

Q: H.W1: Determine the design moment strength for each of the following A) fe = 25 MPa fy = 420 MPa 70…

A: f'c=25MPa fy=420 MPa

Q: ale 7.11 Design a composite beam with flexible shear connectors for the following data: Span of the…

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Q: T-beam reinforced with two layers of tensile steel with clear cover 13 cm encasted with the floor of…

A: Given data: Width of the beam, bw=20 cm Space distance between adjoining beams = 3 m = 300 cm

Q: Determine end reaction for Beam 1 (B-1). I ● H 'H G-1 H • L1 = 20 ft • L2= 6 ft • Live load = 60 psf…

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Q: From the given beam loaded has shown; Ely = ¹/R₁x² – M₁ (x − 2) + C₁, Ely = R₁x³ - ²/M₂(x - 2)² +…

A: Given data: EI(y')=12RAx2-M0(x-L2)+C1EI(Y)=16RAx3-12M0(x-L2)2+C1x+C2M0=47 kNmL=8mIt is asked to…

Q: Tally monly used u ³). The aver- ge family dr

A: “Since you have posted a question with multiple sub-parts, we will solve first three subparts…

Q: Find the ventical moyement K 120 kN og Piy Stec Aluminum 4m 3m A 3m Im Steel A= 600 mm E = 200 6N/m?…

A: Find the vertical movement of P

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Q: 12" between blades. Adjacent wheels are to maintain a clear spacing of 24-36" between blades. The…

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Q: Cross sectional area of the trusses are 1800 mm^2

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Q: 4.8 Member AB is the beam under consideration. As shown in the illustration of the loading…

A: in the question, the free body  diagram is provided also the load of 500-lb/ft uniformly distributed…

Q: 20KN Beam 2 32 KN/m 16 KN/m 6m 2m 2m RÍ R2

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Q: (2) jlakai * In fig. below i2= - A 5V 100 10V 10V 3A 10

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Q: A cantilever beam of length L-6 ft supports a uniform load of intensity q-131 lb/ft and a…

A: GIVEN DATA LENGTH 6FT=1.8288m udl 131 lb/ft=0.177612 KN/m point load 1.884 lb=0.00838045 KN

Q: 4.5.12 OIC Section Properties Write functions for A, I, c, radius of gyration. Each function works…

A: Section properties include the numerical properties of underlying shapes. They are of extraordinary…

Q: Locate the center of gravity (x̄, y̅, z̅) of the homogeneous wire.

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Q: 10 - f 17 in 4-10k D,-0.5 k/ft (excluding weight) 40.75 k/ft (service loads) 10. 4 of 8

A: Given:- f'c = 4000 psi fy = 60000 psi Width of beam=12 in Effective depth of beam=17 in Area of…

Q: Design an I-section purlin, for an industrial building situated in the outskirts of Allahabad, to…

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Q: C, VFc in kN LA in kN-m er KH, MKH in kN-m

A: force in columns

Q: (25) a (6) с LRF D only loading factor. resistance factor. Is only either not bading & resistance. "…

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Q: show solution pls, do it fast 0.20 0.20- 0.20 11.0 2.0 0.20 -9.5 T1 -7.8 HT1 -3.0- RR1 51 HT1 0.20-…

A: Solution: Slant Height of each truss: Using pythogerous theorem: For T1: Sleft=5.52+32=6.26…

Q: Cantilever method |ookN- 3. SM 200KN J + इम 6 sm 8m H IL

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Q: In fig. FV=-------- ----? (gate width =8 ft) water weight density= 62.4 lb/ft3

A: Fv=Vertical component of total hydrostatic forceFv=ρgvρg=62.40 lbft3Volume(v)=6×8×11=528…

Q: PROBLEN 204. Determire the X and Y coamporent P-204. F-390 lb Y 12 30 40 P-300 lb T-400 lb Fia,…

A: As per bartleby guidelines we are allowed to answer only one question if two questions asked, so…

Q: late the area (squar red for a beam of 2 m span nsion of 400 mm × 200 mm

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Q: --wesign girts in an industrial building for the following data Heigln ui columns clc Spacing of…

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Q: A 3-inch diameter shaft rotates at 750 rev/min in a 3-inch-long full journal bearing. The lubricant…

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Q: 30 %. Using IRu and make ar 7s have vsehl o

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Q: n the given beam loaded has shown; / = }RA2² – M. (x - ) + C1, Ely = ¿R, Mo В -L/2- -L/2- Mo =…

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Q: 1. Show that: GE (a) k = 9G-3E 3k-2G (b) v = 6k+2G

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Q: Bronze Aluminum Steel A = 0.75 in.? ЗР A = 1.0 in.? A = 0.5 in.? 2F P 4P- -3 ft 5 ft- - 4 ft–

A: Given:- σsteel = 120MPaσ aluminium= 68MPaσbronze = 110 MPa Abronze=0.75in2AAluminium=1.0…

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Q: d load as shov tion/s of the s and w = 25kN

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Q: 1. Show that: GE (a) k 9G-3E 3k-2G (b) v = 6k+2G

A: Following is required answer :

Q: PoL=280* PL= 200k Please select the ligutest W12 A992 steel

A: Column: Structural columns are components that span the entire altitude of the structure as well as…

Q: m the given beam loaded has shown; = }RA#² – M, {æ - ) + C1, Ely = ¿RA B -L/2– -L/2- Mo = 72kNm. L =…

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Q: Problem 15-16: 2 m W = XN |--1m-| H₂=0.3 Determine the normal force between the crate and the…

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Q: Design a steel water tank having a 3m inside diameter and 30m high. Select your own material to be…

A: Solution- Given, Diameter=3 The factor of safety=3.0

Q: A R₁. 1000 kg Bla 200kg/m ✓ ܟܟܩܫܫܫܘ'B K-3m- 6m- R₂.

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Q: The steel railroad increases its length when exposed to heat from 700F to 950F. The coefficient of…

A: To determine the strain developed in the steel rail due to rise in temperature.   Given, Initial…

Q: IN fig. for FH, hcg= hcp. =-- ----? (The width =10 ft) Seawater y = 64 lb /ft* 11ft 6ft B 6.375 ft,…

A: Given data in question  Width Radius Unit weight Depth To find out  Hcg Hcp

Q: SOLID STEEL SHAT 5m LONG IS STRESSED AT 80 MPa WHEN TWISTED THROUGH 4°. USING G = 83 GPa, COMPUTE…

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Q: x²-2xy +y2 lim (x ,y)-(1,1) X -y

A: Put x = 0 and y = 0 0/0 form.

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Q: Ра? (3L - а) Smax тах 6EI

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Q: he e ructure e elow is subjected to a uniformly distributed live load of 4.8 kPa. The members are at…

A: Find :- Calculate load on GE 1   BI 1 CE 1

Q: in fig. FV=------ -? (gate width =8 ft) water weight density= 62.4 lb/ft3 Seawater Y=64 lb /ft³ 11ft…

A: