GIVEN; A W 10 x 1D0 steel “very short" column (A = 11.1 in²) on a concrete pedestal and footing 60 kips Eseel = 30 x 10° ksi asteel = 6.5 x 106 in/in/°F Column – W 10 x 100 L= 6' steel 19 in.-diameter pedestal Square footing- 5'x5' Econcrete = 3 x 10° ksi Aconcrete = 5.5 x 10“ in/in/ºF Concrete
GIVEN; A W 10 x 1D0 steel “very short" column (A = 11.1 in²) on a concrete pedestal and footing 60 kips Eseel = 30 x 10° ksi asteel = 6.5 x 106 in/in/°F Column – W 10 x 100 L= 6' steel 19 in.-diameter pedestal Square footing- 5'x5' Econcrete = 3 x 10° ksi Aconcrete = 5.5 x 10“ in/in/ºF Concrete
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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