2. A W21 x 57 of A992Gr50 steel column having length of 7 m and is fixed-pinned support (Gr50 steel = 50 ksi= 345 MPa = Fy) is used to carry a load of 900 kN dead load and 400 kN live load. Properties of W21 x 57 A = 10800 mm d=536 mm b, = 168 mm t,= 17 mm t = 10.8 mm Kd = 29.4 mm r. = 213 mm R, = 34.8 mm a. Calculate the critical slenderness ratio of the W section if the column is braced at 4 m from the pinned support of the weak axis (10) b. Calculate the compressive capacity of built-up section using ASD and LRFD (2 c. Calculate the demand-capacity factor, Is the section adequate??

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Please answer the problem attached image using nscp 2015. ASAP thank you very much.

2. A W21 x 57 of A992Gr50 steel column having length of 7 m and is fixed-pinned support
(Gr50 steel = 50 ksi = 345 MPa = Fy) is used to carry a load of 900 kN dead load and 400 kN live
load.
Properties of W21 x 57
A = 10800 mm
d=536 mm
b = 168 mm
t₁ = 17 mm
t = 10.8 mm
Kde = 29.4 mm
r. = 213 mm
R, = 34.8 mm
a. Calculate the critical slenderness ratio of the W section if the column is braced at 4 m from the pinned
support of the weak axis (10)
b. Calculate the compressive capacity of built-up section using ASD and LRFD (2
c. Calculate the demand-capacity factor, Is the section adequate?
Transcribed Image Text:2. A W21 x 57 of A992Gr50 steel column having length of 7 m and is fixed-pinned support (Gr50 steel = 50 ksi = 345 MPa = Fy) is used to carry a load of 900 kN dead load and 400 kN live load. Properties of W21 x 57 A = 10800 mm d=536 mm b = 168 mm t₁ = 17 mm t = 10.8 mm Kde = 29.4 mm r. = 213 mm R, = 34.8 mm a. Calculate the critical slenderness ratio of the W section if the column is braced at 4 m from the pinned support of the weak axis (10) b. Calculate the compressive capacity of built-up section using ASD and LRFD (2 c. Calculate the demand-capacity factor, Is the section adequate?
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