d.2mm 0.25M 204 A 0.08 0 32

Q: If the cord AB is 7.5 m long, determine the coordinate position +z of point B.

A: Given: The length of chord AB is 7.5 m.

Q: Une énd and supported on linear elastic springs (both having a rigid beam Is ninged #ness of 'K') at…

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Q: separate sheefs of paper. complete appropriate free-body diagrams. Problem 1: If the beam is made…

A: As per guidelines we need to answer only 1st question.

Q: Problem I. The beam has a loose fit built-in support at B which allows the end of the beam to rotate…

A: Double Integration method: Double integration method is one of the methods to determine the…

Q: The simply supported beam consists of a W530 x 66 structural steel wide-flange shape [E = 200 GPa;…

A: Given data: P=29 kn w=69 kn LAB=LBC=LCD=4.6 m LDE=2.3 m E=200 GPa I=351 *106 mm^4   It is asked to…

Q: 15 kip The A-36 steel bar shown is made from two segments having cross-sectional areas of AAB =…

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Q: The Cable and the boom Shown in the fig support a load of 600 Ib. The Compressive for the boom and…

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Q: A 30 m steel tape was standardized at a temperature of 20°C and under a pull 5 kg. The tape was used…

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Q: 7=17.3 kN/m³ Lu=96 kN/m² Struts are spaced at 4.0 m center to center. 1.5m 3.0m 3.0 m 3.0m 1.5m II D…

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Q: Combined Loadings The bar is made of AISI 1006 cold-drawn steel and is loaded by forces F = 0.55 kN,…

A: Given data, F = 0.55 kN = 550 N P = 8 kN = 8000 N T = 30 Nm = 30000 Nmm d = 20 mm l = 100 mm

Q: Determine the shear force acting on the cross section of beam ADB at point D. Given: W = 91 KN/m W…

A: Draw the free body diagram. Taking moment at A, ∑MA=0FBCsin30°8-91442=0FBC=182 kN

Q: ive forces are applied to the beam trolley as shown. Determine the y-coordinate of the point on the…

A: FBD

Q: 3. DETERMINE THE SLOPE BETWEEN THE SUPPORTS. 1S0 KN 15 KN|m E= 70 GPa FIG.2 I- 630 (10)° mm 5m 5m 4m

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Q: Problem #1 #1 Determine the vertical displacement of joint A. Each bar is made of steel and has a…

A: Given P = 274. Units are not given.

Q: Problem I. The beam has a loose fit built-in support at B which allows the end of the beam to rotate…

A: Solution This is the Indeterminate structure Taking reaction at A as redundant

Q: Determine the force-couple system at O which is equivalent to the two forces applied to the shaft…

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Q: E=200 x 10° N/m? A=300mm2 L=3m B. 3 m 4.5 m

A: E = Young's Modulus of Elasticity = 200 x 109 N/m2 A = Cross sectional Area = 300mm2 L = 3000mm

Q: Q4) Gate AB in figure No.3 is homogenous and weighs 185kg, its 1.2m normal to the paper and resting…

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Q: 2. A 50- m steel tape weighs 0.04 kg/m and is supported at its end points and at the 9-m and 30- m…

A: a) Correction due to sag 1- Between 0 m and 9 m C1= w2L1324P2 = 0.042*9324*62 = 1.1664864 = 0.00135…

Q: Compute thne vertical distance of link AB from pin E for the given set up if the tension in link AB…

A: GIVEN- t=1500lbd1d2=78

Q: The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi;…

A:

Q: A wide flange section has the following properties. A = 6645 mm2 bf = 152.40 mm tf = 10.80 mm %3D d…

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Q: 4- Is this a safe beam under the action of 120 kN.m moment? d= 55cm, by-32cm, n=15. C25: Allowable…

A: allowable stress : Civil engineers utilize a design philosophy known as permissible stress design.…

Q: The length of the 3/32 in.diameter steel wire CD has been adjusted so that with no load applied, a…

A:

Q: Problem 1 An angle bracket ABC is restrained by a high strength steel wire CD, and it supports a…

A: from the image , it is given in questiontaking moment about B∈MB=0100×2×cos20-90×T=0T=2.088KNtension…

Q: Determine the elongation (+) or shortening (-) between points BC, of the bar made of A36 structural…

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Q: 5) Calculate Mer for the beam below: It is simply- supported over a span of' 35 'feet. thas a 28-day…

A: Given Data: Simply Supported Beam L=35 ft =35×12 =420 in Symbol and notation used b=beam…

Q: Ex3:A doubly reinforced rectangular section has width (280mm) and effective depth (510mm) and…

A: Calculate xu lim xu lim=kdeffective                              (assuming for Fe415 steel, k=.48)…

Q: A B 45° 30° 1.2 m 1.5 m 1 m

A: Answer:-  .                 In this problem we will draw a F.B.D of diagram by free the beam from…

Q: Two circular shafts, 1 and 2, are joined together to resist torsion. Determine the total angle of…

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Q: 18 What is the moment value at the end of cantilever beanm where 10 kN vertical koad is applied 10…

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Q: Determine the vertical displaent of joint B. The members are pin conneced at their end points AA:…

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Q: Draw Shear force and bending moment diagram Gotw GokN 20toulm 2ojaulm 2m 2m 2m

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Q: GIVEN: Over-hanging beam, reactions and V diagram. REQ'D: A) Draw the M diagram using relationships…

A: Consider the diagram shown below.

Q: 4/39 Determine the force in member BF. Ans. BF = 2.66 kips C %3D D В A 30° 15° G F E 9 kips 3 kips…

A: “Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: ing signpost. The post is fixed t uniform pressure of 7 lb to the face of the sign. 3 ft

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Q: Determine the maximum tensile bending stresses in the beam shown. LetP= %3D 19 Note Answer in whole…

A: bending stress=MmaxIyt I= 100× 106 mm4 Yt= 200mm Mmax=6P =6×19=114 kNm( hogging) Hence will cause…

Q: Analyze the frame EI is COmAnt for all members given below by using stiftnes metnod 1256 15 ft

A: Using Slope Deflection Method for Analysing the Frame Here, Fixed end Moment for Uniformely…

Q: 16 - The stair beam in the figure will have support reactions. A support is a fixed, B support is a…

A: Roller support gives reaction only in one direction and is free to move in the direction…

Q: 60MPA > 4OMPA 80MPA find Paincipal Strasses e Normal stass and shear stress at givon plane-

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Q: Problem I. The beam has a loose fit built-in support at B which allows the end of the beam to rotate…

A: Step 1

Q: Determine the stress in each of the two vertical rods if the temperatu °C after the load P=75 KN is…

A: According to given data

Q: B 2 m A E D -2 m - 2 m- 160 kN 160 kN Figure P4.136

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Q: DETERMINE FORCE (N) OF MEMBER EG in the truss shown. F1 = 214 N F2 = 876 N F3 = 435 N a = 38 degree…

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Q: Hinge- 10' 5' 18k ↓ 10' Constant EI DRAW 'V't 'M' DIAGRAM

A: A loaded beam is given and it has been asked to draw shear force and bending moment diagram. Please…

Q: 2.3.4.Problem 4 A 10-in. 15.3-lb channel is welded to the top of the 14 WF 34 beam. The wide flange…

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Q: F6-15. Determine the maximum stress in the beam's cross section. brus d mot A zibosqqA i bonilob s…

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Q: The stair beam in the figure will have support reactions. A support is a fixed, B support is a…

A: A will have a horizontal and vertical reaction while B will have a vertical reaction. We can…

Q: SITUATION III: The cross section of a tension member is shown below: Use Fy=275 MPa, Fu=400 MPa. 25…

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Design of structures using FEA

An arrangement, in which various members are interconnected with their constrained relative motion, the whole arrangement is then known as a structure. The degree of freedom of such a structure is zero. In such a structure, the load can act throughout the length of the structure or at the joints.