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Dead load: 7.5" slab

= 94 psf

Mech. and lights

= 6 psf

Ceiling

= 6 psf

Partitions

= 20 psf

Total dead load

= 126 psf

Live load: Office load

= 100 psf

Code minimum is 50 psf

Use 100 psf per owner's request Total D + L = 226 psf

Use 100 psf per owner's request Total D + L = 226 psf

Moments in kip-ft

Figure 7.39. Example 1: one-way post-tensioned slab service load, (D + L), moment diagram. Slab design: Slab properties for 1'-0" wide strip:

Moments in kip-ft

Figure 7.39. Example 1: one-way post-tensioned slab service load, (D + L), moment diagram. Slab design: Slab properties for 1'-0" wide strip:

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