(20%) Problem 6 (Pro 8.24 Textbook modified):

Design SB1 assuming A36 steel. Maximum

depth is restricted to 16 inches nominal.

ADL+LL L/240 for SB1

For A36 steel:

F. 22 ksi, Fv = 14.5 ksi, E= 29,000 ksi

5

8⁰

FTT

195

F

BI

22

TA

It

FRAMING PLAN

#H

4" CONCRETE

SLAB

METAL

DEAM DI

SECTION A-A

8.95k

12.55k

12.55K

10.41k

-1.2k

-10.41k

8.95k (Beam B1 react.

Incl. beam wt.)

00= 0.3 k/ft

SB1 beam loading details

112.55k

V

-12.55k

Mmax-95.6k-ft.

'M'