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3. SELECT LIGHTESÎ WH GR. SO COLUMN M, Mi TYPE B L = 18.0' Moment at Top M, = 14 K-FT. M. = 40 K-FT M2 M2 Moment at Bot. GRAVITY M, = 18 K-FT. M, = 60 K-FT Pp = 100 K PL = 140 K Moment at Top and WIND kx = 0 85 (BRA CED) > 1.2 LUNBRACED) Bot. Mw = 120 K-FT. Ky 2 1.0 ALL BENDING ABOUF SIRONG AXIS

3. SELECT LIGHTESÎ WH GR. SO COLUMN M, Mi TYPE B L = 18.0' Moment at Top M, = 14 K-FT. M. = 40 K-FT M2 M2 Moment at Bot. GRAVITY M, = 18 K-FT. M, = 60 K-FT Pp = 100 K PL = 140 K Moment at Top and WIND kx = 0 85 (BRA CED) > 1.2 LUNBRACED) Bot. Mw = 120 K-FT. Ky 2 1.0 ALL BENDING ABOUF SIRONG AXIS

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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SELECT LI6HTESÎ W4 GR.SO COLUMN のM 3. M, , TYPE B L = 18.0' Moment at Top Mp = 14 K-FT. M. = 40 K-FT Moment at Bot. GRAVITY M, = 18 K-FT. M. = 60 K-FT Pp = 100 K PL = 140 K Moment at Top and WIND kx = 0.85 (BRACED) > 1:2 LUNBRACED) Bot. Mw = 120 K-FT, 1.0 Ky ニ ALL BENDIN6 ABOUT SYRONG AXIS
Transcribed Image Text:SELECT LI6HTESÎ W4 GR.SO COLUMN のM 3. M, , TYPE B L = 18.0' Moment at Top Mp = 14 K-FT. M. = 40 K-FT Moment at Bot. GRAVITY M, = 18 K-FT. M. = 60 K-FT Pp = 100 K PL = 140 K Moment at Top and WIND kx = 0.85 (BRACED) > 1:2 LUNBRACED) Bot. Mw = 120 K-FT, 1.0 Ky ニ ALL BENDIN6 ABOUT SYRONG AXIS
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