Fs P7 P7 P7 1.25 1.75 2.25 2.75 3.25 P7 P7 Ra 0 designation kg/m 92.4 cross section area mm^2 11800 steel beam with one

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Fs P7 P7 P7 1 25 1 75 2 25 2 75 3 25 P7 P7 Ra 0 Designation Kg M 92 4 Cross Section Area Mm 2 11800 Steel Beam With One 1 (78.3 KiB) Viewed 35 times

A. Calculate and draw the Shear Force Diagram (SFD). What
is the value of the maximum shear force?
B. calculate the maximum deflection of the beam. let's
assume that maximum allowable deflection for this beam = L/250
Fs P7 P7 P7 1.25 1.75 2.25 2.75 3.25 P7 P7 Ra 0 designation kg/m 92.4 cross section area mm^2 11800 steel beam with one pinned support and one roller support P7 P7 B 3.75 4.25 depth of section width mm 533 Ix 10^6mm^4 554 ly 10^6mm^4 23.8 Rb z (m) 5 Dimensions of I beam flange thickness mm mm 209 15.6 about x axis Zx 10^3mm^3 Sx 10^3mm^3 2080 2370 about y axis Zy 10^3mm^3 Sy 10^3mm^3 355 228 torsion constant warping constant J 10^3mm^4 Im 10^9mm^6 775 1590 I I-beam section web thickness root radius depth between flanges mm mm mm 10.2 14 502 Rx mm Ry mm 217 44.9