Answered: 1 m Ув 2 m C B 4 kN 3 m 0.5 m 6 kN D

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Consider a 135-mm-long segment of a simply supported bear. The internal bending moments on the left and right sides of the segment are 75 kN-m and 83 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b₁ = 120 mm, b₂ = 45 mm, b3 = 210 mm, d₁ = 75 mm, d₂ = 175 mm, d3= 75 mm. Determine the maximum horizontal shear stress in this segment of the beam. M₁ Ax B MB b₂ b₁ b3 d₁ d₂ d3
10 cm 3cm 3cm 2em 2cm 40 cm Center f wheel + ass of rotation 1. An 80 cm diameter metal wheel has the cross-section shown. Determine the centroid of the cross section area relative to O Determine the centroid of the cross section edge/outline relative to O
Yo 3.5 3/4 1. The cross section shown in the figure is a structural member known as a z- section.Compute the following: (1) cross sectional area, (2) centroidal moment of inertia,lxo. And (3) centroidal moment of inertia, lyo. 2.625 6-4.5- 3/4 3/4 3/4 '1.375 3.5
Convert the properties of your assigned AASHTO I-beams to Sl units. B1 BI Assigned AASHTO I-beam Туре 1 Туре 2 Group No. D2 1 D3 D2 2 D4 B3 B4 B5 Туре 3 Туре 4 Туре 5 Туре 6 B3 B4 4 DI B6 B6 D5 D6 DS Туре 1 Туре 2 8 B2 D6 Туре 1-IV Dimensions (inches) Type V-VI Туре D1 D2 D3 D4 D5 D6 B1 B2 B3 B4 B5 B6 28 4 3 5 5 12 16 6 3 5 II 36 3 6 6 12 18 6 3 6 III 45 4.5 7.5 7 16 22 7 4.5 7.5 IV 54 8. 6 8. 20 26 8 6. 9 V 63 4 10 8. 42 28 8 4 13 10 VI 72 5 3 4 10 8 42 28 8 4 13 10 Properties: Area in.? Inertia Ybottom in. Weight kip/ft Туре in. 276 12.59 22,750 0.287 II 369 15.83 50,980 0.384 III 560 20.27 125,390 0.583 IV 789 24.73 260,730 0.822 V 1,013 31.96 521,180 1.055 VI 1,085 36.38 733,320 1.13 67
The second moment of area about the centroidal x-axis (lxxcentroid) for the solid homogeneous beam section shown below is 201,288.96 mm4. What is the second moment of area about the centroidal y-axis (IYYcentroid). Give your answer in mm4 to two significant figures. X d y y X
Please help me .. only 1 Question
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please show all work and round answer to 3 sig figs
a light crane runway beam consist of a wide flange and a chanel joined by 2-16 mm diameter rivet spaced at 125 mm on center longitudinal, throughout its length.the beam is simply supported on a span of 6m. Given properties: W450mmx75kg/m A=9484mm^2 d=460mm tf=9mm tw=14mm Ix=3.33x10^4 mm^4 Iy=0.17x10^8 mm^4 C380mmx50kg/m A=6426 mm^2 d=380 mm tf=10mm tw=16 mm Ix=1.3x10^8 mm^4 Iy=0.03 x10^8 mm^4 Xo=20 mm a.compute the moment of inertia at the neutral axis b.compute the allowable moving load P(kN) such that the allowable bending stress is Fbx=150 MPa c.Calculate the allowable moving load P(kN)if the allowable shear stress in the rivets is 100 MPa. hello please answer this thanks
Consider the following free-body digram of a beam. 200 N 100 N 200 N M. 100 N-m 200 N 100 N 2m 3m 3m 2m What is A,? O a. -100 N O b.-100 N.m O. 200 N d. No correct answer given
Determine the magnitude and coordinate direction angles of F3 so that the resultant of the three forces is zero. a1 = 30° az = 40° F1 Rx 10 F2= R x 100 R:43 Note: R is your class registration number.
Calculate the horizontal and vertical forces acting on the elbow. Also calculate the resultant force and angle of force on the elbow. ***SN=21

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