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The floor layout shown in Fig. 1 comprise steel beams supporting
a 5-inch thick concrete slab which provides continuous lateral
bracing to the compression flanges of the beams. The density of the
concrete is 150 lbs. /cu. ft. and the imposed live load L is 60
lbs/ft2 . Grade A990 steel (Fy = 50 ksi, E = 29,000 ksi) is
specified for members. The beam-girders connections can be
considered as simple supports. Check that a W14 x 34 section is
adequate for beam B1 to satisfy the LRFD strength and
serviceability design criteria using the following design equations
and the section properties given in Table 1.1.
- Please Help Me Solve This Question As Soon As Possible Please Thank You The Floor Layout Shown In Fig 1 Comprise Stee 1 (33.72 KiB) Viewed 43 times
- Please Help Me Solve This Question As Soon As Possible Please Thank You The Floor Layout Shown In Fig 1 Comprise Stee 2 (43.26 KiB) Viewed 43 times
Eqn. 1-1 Eqn. 1-2 Eqn. 1-3 n a) Strength (i) Flexure (Bending) 6,M,= ,F,Z (0 = 0.90) ØM, = 0,Mpx фM, > М. (ii) Shear V = 0.6F,A,C, ØV, >V. % = 1.0 C, =1.0 b) Serviceability (i) Deflection based on Live load. Eqn. 1-4 Eqn. 1-5 Extract from AISC Table 1.1 A. SHAPE d (in) 14.0 tw (in) 0.285 (in) 5.83 ry (in) 1.53 Z (in) 54.6 I, (in) 340 W14 x 34 10.0