50 ksi and Fu 65 ksi) of Example 3-6 is assumed to be The tension member (F, connected at its ends with two 3/8 X 12-in plates, as shown in Fig. 3.15. If two lines of 3/4-in bolts are used in each plate, determine the LRFD design tensile force and the ASD allowable tensile force that the two plates can transfer. di den PL를지12 P, W10 x 45 - Pu P `PL를× 12 Rn Tensile Yielding: 307.2 K (ASD) Ω O b Rn =280.5 K (ASD) Ω Tensile Yielding: Rn =370.4 K (ASD) Tensile Yielding: Rn =201 K (ASD) Od. Tensile Yielding: Rn =269.5 K (ASD) Oe. Tensile Yielding:

50 ksi and Fu 65 ksi) of Example 3-6 is assumed to be The tension member (F, connected at its ends with two 3/8 X 12-in plates, as shown in Fig. 3.15. If two lines of 3/4-in bolts are used in each plate, determine the LRFD design tensile force and the ASD allowable tensile force that the two plates can transfer. di den PL를지12 P, W10 x 45 - Pu P `PL를× 12 Rn Tensile Yielding: 307.2 K (ASD) Ω O b Rn =280.5 K (ASD) Ω Tensile Yielding: Rn =370.4 K (ASD) Tensile Yielding: Rn =201 K (ASD) Od. Tensile Yielding: Rn =269.5 K (ASD) Oe. Tensile Yielding:

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.2.6P

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