note: SN = 18, topload will be 118kN now Instruction: Solve the following problem completely using portal method and write the solutions neatly in the plate template.Summarize your final answers at the end of each problem. Round off your answers to 3 decimal places.1. Portal Method: The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and Xare rigid supports. Determine the following:d) Summarize your results by drawing the frame with the internal forces. 5.50 m7.0 m5.0 m5.0 m6.0 m(1bo+SN) KN >A144 KND120 KN_96 kN.5.0 m4.50 m 4.20 m4.0 m

To Find the Forces in the frame member

Answered: 1. Portal Method The frame shown is…

1. Portal Method The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and X are rigid supports. Determine the following:

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.4.3P: Determine the smallest value of yield stress Fy, for which a W-, M-, or S-shape from Part 1 of the...

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Question

note: SN = 18, topload will be 118kN now

Instruction: Solve the following problem completely using portal method and write the solutions neatly in the plate template.
Summarize your final answers at the end of each problem. Round off your answers to 3 decimal places.
1. Portal Method: The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and X
are rigid supports. Determine the following:
d) Summarize your results by drawing the frame with the internal forces.

5.50 m
7.0 m
5.0 m
5.0 m
6.0 m
(1bo+SN) KN >
A
144 KN
D
120 KN
_96 kN.
5.0 m
4.50 m 4.20 m
4.0 m

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Step 1 Given Data

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Step 2 Calculation of column Shear

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Step 3 Calculation of column moment

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Step 4 Calculation of beam moment

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Step 5 Calculation of column Shear

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