{[ promptMessage ]}

Bookmark it

{[ promptMessage ]}

probset_1 - same building using the Equivalent Lateral...

Info iconThis preview shows page 1. Sign up to view the full content.

View Full Document Right Arrow Icon
1.051 Structural Engineering Design Prof. Oral Buyukozturk Fall 2003 1.051 Structural Engineering Design Problem Set 1 Assigned: Sept 15 2003 Due: Sept 29 2003 Q1) Compute, according to the International Building Code (IBC-2000) or ASCE-7, the wind pressure profile for the building shown in Figure 1. The building descriptions are as follow. Location of Building : Southern Hawaii Type : Hospital Soil Type : Stiff soil (195 ft) Structural System : Concrete moment frame Q2) Compute, according to the IBC, the base shear (due to an earthquake in the region) of the
Background image of page 1
This is the end of the preview. Sign up to access the rest of the document.

Unformatted text preview: same building using the Equivalent Lateral Force Procedure and distribute the forces that act on each story. Discuss the procedural and quantitative differences between UBC-91 and IBC. Please clearly state any assumptions you may make when applying the IBC 2000 procedures. W 4 = 60kips 15 ft W 3 = 120kips 15 ft W 2 = 120kips Figure 1 15 ft W 1 = 120kips 20 ft G/F Level 25 ft 18 ft 25 ft...
View Full Document

{[ snackBarMessage ]}

Ask a homework question - tutors are online