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 72 times

A.Estimate the value of the external loads acting on the beam in
typical conditions. The self-weight must be included.
B.Calculate and draw the Bending Moment Diagram (BDM). What is
the value of the maximum bending moment?
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