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Hospital • Location: Chicago, IL • Risk: Defined by Usage • Thermal conditions: Unheated open air • Exposure conditions: Above tree line, partially exposed. Operation •Roof conditions: Unobstructed Room surface. • Period constant Cr: Assume steel rigid frames. • Across earthquake direction (equally distributed): RC1, RC2, RB3, MC2, MC3, MC. • 470 lbf applied on RA2 directed to- wards GA2 • 470 lbf applied on RA1 directed to- wards GA1 • 470 lbf applied on RB1 directed to- wards GB1 • 470 lbf applied on RB2 directed to- wards GB2

Hospital • Location: Chicago, IL • Risk: Defined by Usage • Thermal conditions: Unheated open air • Exposure conditions: Above tree line, partially exposed. Operation •Roof conditions: Unobstructed Room surface. • Period constant Cr: Assume steel rigid frames. • Across earthquake direction (equally distributed): RC1, RC2, RB3, MC2, MC3, MC. • 470 lbf applied on RA2 directed to- wards GA2 • 470 lbf applied on RA1 directed to- wards GA1 • 470 lbf applied on RB1 directed to- wards GB1 • 470 lbf applied on RB2 directed to- wards GB2

Structural Analysis
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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Hospital • Location: Chicago, IL • Risk: Defined by Usage • Thermal conditions: Unheated open air • Exposure conditions: Above tree line, partially exposed. Operation •Roof conditions: Unobstructed Room surface. • Period constant Cr: Assume steel rigid frames. • Across earthquake direction (equally distributed): RC1, RC2, RB3, MC2, MC3, MC. • 470 lbf applied on RA2 directed to- wards GA2 • 470 lbf applied on RA1 directed to- wards GA1 • 470 lbf applied on RB1 directed to- wards GB1 • 470 lbf applied on RB2 directed to- wards GB2
Transcribed Image Text:Hospital • Location: Chicago, IL • Risk: Defined by Usage • Thermal conditions: Unheated open air • Exposure conditions: Above tree line, partially exposed. Operation •Roof conditions: Unobstructed Room surface. • Period constant Cr: Assume steel rigid frames. • Across earthquake direction (equally distributed): RC1, RC2, RB3, MC2, MC3, MC. • 470 lbf applied on RA2 directed to- wards GA2 • 470 lbf applied on RA1 directed to- wards GA1 • 470 lbf applied on RB1 directed to- wards GB1 • 470 lbf applied on RB2 directed to- wards GB2
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