The rigid frame shown is unbraced. The members are oriented so that bending is about the strong axis. Support conditions in the direction perpendicular to the plane of the frame are such that K, 1.0. The beams are W16 x 57, and the columns are W10 x 100. A992 steel (Fy=350 MPa and F= 450 MPa) is used. The axial compressive service DL= 400 KN, and the axial compressive service LL= 490 KN. Use the stiffness reduction factor if applicable. Attached the alignment chart in your solution. Use ASD.

The rigid frame shown is unbraced. The members are oriented so that bending is about the strong axis. Support conditions in the direction perpendicular to the plane of the frame are such that K, 1.0. The beams are W16 x 57, and the columns are W10 x 100. A992 steel (Fy=350 MPa and F= 450 MPa) is used. The axial compressive service DL= 400 KN, and the axial compressive service LL= 490 KN. Use the stiffness reduction factor if applicable. Attached the alignment chart in your solution. Use ASD.

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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British Gravitational Bg System Of Units

Measuring is the comparison of a particular physical quantity with its reference value. A unit is a fixed physical quantity. The length is a physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with. 

Question

-Compute the initial effective length factor.0

-Compute the stiffness reduction factor.0

-Compute the final effective length factor about the x-axis.0

-Determine the allowable axial compressive design strength of column AB in KN.0

The rigid frame shown is unbraced. The members are oriented so that bending is about the strong axis. Support conditions in the
direction perpendicular to the plane of the frame are such that Ky= 1.0. The beams are W16 x 57, and the columns are W10 x 100.
A992 steel (Fy= 350 MPa and F= 450 MPa) is used. The axial compressive service DL= 400 KN, and the axial compressive service LL=
490 KN. Use the stiffness reduction factor if applicable. Attached the alignment chart in your solution. Use ASD.

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