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

Beam description (repeated): A simply supported beam with aT-shaped section is being designed, as shown in the figure below.  The beam has overall dimensions of 900 mm wide top flange, 750 mm deep, and a web thickness of 400mm and flange thickness of 150 mm.  A total of 7-HD25 longitudinal reinforcing bars are located in the bottom of the beam, 4-HD25 bars at the top, and 8 - HD16 in the flange. The concrete strength is f'c = 30 MPa. The depth to the centre of the bar group at the bottom of the beam is 675mm. Question: If the unfactored shear actions due to dead and live loads are VG = 300 kN and VQ = 80 kN (including self-weight), calculate the nominal shear stress (vn) acting on the section. Give your answer below in MPa.

A beam with the cross section indicated below is subject to the loading  Find the location of the centroid on the  beam cross section

For the beam shown below, compute the following: Assume El = 1 X 10³ N-m² W = 300N/m 1.5m 0.5m 2m R1 (16-20) Compute the mid-span deflection y = (21-25) what is the max. deflection Ymax = mm R2

What is the shear stress in a steel W14X257 beam that spans 40ft with a uniform load of 3k/f? W14 section properties SIZE A d tw bf tf Ix 730 215 665 196 605 178 550 162 500 147 455 134 426 125 398 117 370 109 342 101 311 91.4 283 83.3 257 75.6 22.4 21.6 20.9 20.2 19.6 19.0 18.7 18.3 17.9 17.5 17.1 16.7 16.4 3.07 2.83 2.60 2.38 2.19 2.02 1.88 1.77 1.66 1.54 1.41 1.29 1.18 17.9 17.7 17.4 17.2 17.0 16.8 16.7 16.6 16.5 16.4 16.2 16.2 16.0 4.91 4.52 4.16 3.82 3.50 3.21 3.04 2.85 2.66 2.47 2.26 2.07 1.89 14300 12400 10800 9430 8210 7190 6600 6000 5440 4900 4330 3840 3400 Sx 1280 1150 1040 931 838 756 706 656 607 558 506 459 415 rx 8.17 7.98 7.80 7.63 7.48 7.33 7.26 7.16 7.07 6.98 6.88 6.79 6.71 ry 4.69 4.62 4.55 4.49 4.43 4.38 4.34 4.31 4.27 4.24 4.20 4.17 4.13

Subject: structural theory Have complete solution and figures

Please answer this immediately. Thank you!

Please determine the beam shearing stress, flexural stress and maximum deflection using the given steel I beam.

For the beam cross-section provided below, calculate the area of steel reinforcements b=200 d=450 A; = 2 0 30 اختر احدى الاجابات 956 mm? 1414 mm 1213 mm 2 1730 mm mm?

Question 9 of 10 View Policies Current Attempt in Progress Answers: kN -/2 E P