GIVEN: A W 10 x ID0 steel “very short column (A = 11.1 in?) on a concrete pedestal and footing60 kipsLstelEsteel = 30 x 10° ksiAsteel = 6.5 x 106 in/in/°FColumn– W 10 x loDL= 6'Econcrete = 3 x 10° ksiaconcrete = 5.5 x 10“ in/in/ºF18-in.-diameter pedestalSquare footing – 5'x5'q"Concretet.REQ’D: A) Bearing stress on surface between column and pedestal due to the axial load, PB) Total axial shortening of the column, pedestal and footing due to the axial load, P

load on column P=60 kipsand area of W10×100 cross section column Ac=11.1 in2area of pedestral…

GIVEN; A W 10 × 100 steel “very short" column (A = 11.1 in?) on a concrete pedestal and footing 60 kips Esteel = 30 x 10° ksi astel = 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/°F Concrete

GIVEN; A W 10 × 100 steel “very short" column (A = 11.1 in?) on a concrete pedestal and footing 60 kips Esteel = 30 x 10° ksi astel = 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/°F Concrete

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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