H.WODraw the shear Stress distribution diagram for the I-section beam with unequal flanges shown in figure? 250mm Somm Ans/ Tm= 7.36 AMB %3D loow 100W Somm- 250mm 立 2m 2m 2m Somm 150 mm

Q: Problems: Analyze the rigid frame given below using either the Portal Method or the Cantilever…

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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: A thin polymer plate PQR is deformed so that corner Q is displaced downward 0.9 mm to new position…

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Q: Q1-calculate the stress in the wire and the vertical deflection of point B using the given…

A: A beam is given, we need to find out the stress in the wire and vertical deflection of point B

Q: Find the maximum value of (p) that can be applied to the beam shown. (WD.. is included the…

A: Solution; Given that; b=300 mm h=600 mm No. of bars =5 Size of bars=16 mm fc'=30 MPafy=400 MPaWDL=2…

Q: We know that P=Q=480 N, calculate (a) the distance a for which the absolute value of the bending…

A: P= 480 N Q = 480 N

Q: For the frame shown, determine the maximum normal stresses (compression and tension) and the maximum…

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Q: If the weight of the block shown is 90kN and to be located at the center of gravity G. What is the…

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Q: The maximum shear stress (kPa) is most nearly 100 kPa 50 kPa -50kPa 50 kPa 75 56 O 66 O

A: Given data : Normal stress in X direction (σX)=-50 KPaNormal stress in Y direction (σY)=-100…

Q: A RIGID BAR "AB" ATTACHED TO TWO VERMCAL RODS IS HORIZONTAL BE FORE LOAD "P" IS APPLIED. DETERMINE…

A: Given Data  Length of steel = 2.4m = 2400 mm  Length of aluminum = 1.4m = 1400 mm Modulus of…

Q: 7.) A steel tape of a nominal length of 30 m was used to check the distance between two offset pegs…

A: L = 30 mA = 2 mm2 W = 4.5 NE =  200 KN/mm2 or 200,000 N/mm2

Q: Given the cross-section of the beam shown. Show complete solution for the shear and moment diagram.…

A: To determine the flexural stress in topmost and lowest fiber of the beam at midspan.   Given, Length…

Q: A 100m steel tape is used to measure the distance of the line and found to be 1529.28m long. During…

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Q: mm |15 kN 140- 15 KN/m 20 A 15 kN E 120 Im 4m lm mm 20 CS CamScanner ile tarandı 20

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Q: A 4-m cantilever beam is loaded as shown. The cross section is formed with two concentric circles of…

A: Given data: Length of cantilever beam=4m Outer dia=45 mm Inner dia=35 mm Allowable stress=150 Mpa…

Q: For the given W8x35 I-Beam and the loading condition shown in the image, determine the maximum shear…

A: Solution: Find the support reactions: Taking moment about A: ΣMA=0RD×12=2×6×3+6×14RD=10 kips Taking…

Q: A portal frame PQRİS subjected to uniformly varying load of maximum intensity 20 kN on an attached…

A: Given arrangement,

Q: H.WODraw the shear Stress distribution diagvam for the I-Section beam with unequal flanges shown in…

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Q: 4 - A rectangular block is loaded with a 180 kN axial force and a moment M, as shown in the figure.…

A: Given data: Cross section of column, 100 mm×60 mm Axial load, P=180 kN Maximum allowable tensile…

Q: 1 - For the stress components acting on the material element shown below, calculate the principal…

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Q: Homework 6 H.W//7.1- For the element shown find 1) Principle stresses and their direction 2) Shear…

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Q: Deflection  Given: the beam cross-section shown have the following cross-sectional properties  f'c…

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Q: 50 kN m A 4 m El = constant E =70 GPa I = 164 (10) mm tslduob lo anollida %3D %3D

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Q: A cantilever beam shown in Fig , with rectangular section shown. Its carry uniform load wand…

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Q: A simple I-beam is loaded as shown. L/4 m P KN B L/4 m P KN C L/4 m P KN D L/4 m E 20 mm N 20 mm -C…

A: Given Data:Load P=11.8kNbending stress= 30MpaE=200 Gpa. It is required to calculate the permissible…

Q: Determine the maximum compressive and tensile bending stresses of the beam shown, cross-section of…

A: Determine the maximum compressive and tensile bending stresses of the beam shown, cross-section of…

Q: For the box beam shown in Fig. if the modulus of elasticity E= 200 GPa, the %D *.curvature of the…

A: Draw the free body diagram.

Q: 40KN The beam, having the cross-section «I», is 60kNm subjected to a loading as shown in the figure.…

A: Any Beam or structure under the application of loading shows the bending deformations due to that…

Q: 4) Determine the minimum allowable height h of the beam shown in the figure if the bending stress is…

A: Given data  b = 80 mm  Allowable bending stress = 20 MPa

Q: Q10 A cast-iron beam 10 m long and supported as shown in Fig. carries a uniformly distributed load…

A: Given :Length =10m                                                             Allowable stress in…

Q: Per missible As in section to ensure tensile Compute the design strength of beam shown if fy = 420…

A: To find : design strength

Q: Determine the maximum shearing stress of the beam shown in the above problem (prob. #2) 5 kN 2 m 2.5…

A: depth h = 200 mm width b = 75 mm udl 2.5kN/m point load = 5kN

Q: Q5) 1- Max shearing stress? 2- The necessary distance between pins and number of these pins of…

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Q: The load on the bearing of a cast-iron bracket is 5 kN. The form of the section AB is given.…

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Q: The beam shown below has a cross section of channel shape with width b3200 mm and height h=80 mm,…

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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.