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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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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