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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

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter2: Concepts In Structural Steel Design
Section: Chapter Questions
Problem 2.2P
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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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