5.2. Calculate the nominal moment strength of the beam sections shown in Fig. 5.34. Given: f-5000...

 

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5.2. Calculate the nominal moment strength of the beam sections shown in Fig. 5.34. Given: f-5000 psi (34.5 MPa) for case (a) - 6000 psi (41.4 MPa) for case (b) - 60,000 psi (414 MPa) 3 No. 9 10 in. 1254 mm) 16 in. 1406.4 mml lal mem 19 in www.92881 2.5 in. (63,5 mm) 10 in (254 mm) 17 Figure 5.34 5 No. 7 15 in. (381 mm) ESI Bin. (203.2 mm) (203.2 mm) 8 in. 5.2. Calculate the nominal moment strength of the beam sections shown in Fig. 5.34. Given: f-5000 psi (34.5 MPa) for case (a) - 6000 psi (41.4 MPa) for case (b) - 60,000 psi (414 MPa) 3 No. 9 10 in. 1254 mm) 16 in. 1406.4 mml lal mem 19 in www.92881 2.5 in. (63,5 mm) 10 in (254 mm) 17 Figure 5.34 5 No. 7 15 in. (381 mm) ESI Bin. (203.2 mm) (203.2 mm) 8 in.