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
Posted: Wed Jun 08, 2022 8:31 am
- 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 37 times
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