The following figure is showing the top floor of a five-storey residential building to be designed in Long Island region. The service dead load (including self-weight of slab) is 50 psf, service live load is 60 psf, the snow load is 15 psf. The length of AB=BC=CD =20 ft and AE=EI=IM =10 ft. Design the most economic and lightweight sections for the beam and column as mentioned below and submit a report with comments on the design 3. Beam JK and Column K( • • Assume, the length of each column is 18 feet, fixed at both ends. The deflection limit of each beam is L/360 where L is the Span. A B C Ꭰ E F G H J K L M N P

The following figure is showing the top floor of a five-storey residential building to be designed in Long Island region. The service dead load (including self-weight of slab) is 50 psf, service live load is 60 psf, the snow load is 15 psf. The length of AB=BC=CD =20 ft and AE=EI=IM =10 ft. Design the most economic and lightweight sections for the beam and column as mentioned below and submit a report with comments on the design 3. Beam JK and Column K( • • Assume, the length of each column is 18 feet, fixed at both ends. The deflection limit of each beam is L/360 where L is the Span. A B C Ꭰ E F G H J K L M N P

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

beam design: calculate the moment and shear force using the diagram on page 421 Figure 39 in the aisc steel manual. There are 3 spans in this project which are not simply supported

show at least 3 trials

The following figure is showing the top floor of a five-storey residential building to be designed
in Long Island region. The service dead load (including self-weight of slab) is 50 psf, service live
load is 60 psf, the snow load is 15 psf. The length of AB=BC=CD =20 ft and AE=EI=IM =10 ft.
Design the most economic and lightweight sections for the beam and column as mentioned
below and submit a report with comments on the design
3. Beam JK and Column K(
•
•
Assume, the length of each column is 18 feet, fixed at both ends.
The deflection limit of each beam is L/360 where L is the Span.
A
B
C
Ꭰ
E
F
G
H
J
K
L
M
N
P

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