a. Calculate the average weight of the floor, including the weight of slab, beams and non-structural components. Show the weight calculation in the table below. b. Determine floor design live load in accordance with ASCE 7-10 Table 4-1 and included it in the table below. Item Structural weights Slab Assume 14" thick Beam 7' wide by 20" deep Non-structural weights (see material weight tables) Fixed partitions Hardwood floor finish Acoustical fiber tile plus Channel-suspended system Insulation Mechanical, electrical, and plumbing systems Assume %" thick Description 4-inch thick rigid fiber glass Assume Sum of dead loads Live load per ASCE 7-10 Table 4-1 Dead Load (psf) 10

a. Calculate the average weight of the floor, including the weight of slab, beams and non-structural components. Show the weight calculation in the table below. b. Determine floor design live load in accordance with ASCE 7-10 Table 4-1 and included it in the table below. Item Structural weights Slab Assume 14" thick Beam 7' wide by 20" deep Non-structural weights (see material weight tables) Fixed partitions Hardwood floor finish Acoustical fiber tile plus Channel-suspended system Insulation Mechanical, electrical, and plumbing systems Assume %" thick Description 4-inch thick rigid fiber glass Assume Sum of dead loads Live load per ASCE 7-10 Table 4-1 Dead Load (psf) 10

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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Concept explainers

Steel Framing

A steel frame consists of a skeleton frame structure comprising of horizontal I-beams and vertical steel columns fitted in a rectangular grid building construction to brace the floors, walls, and the roof of the building held onto the frame. Due to the implementation of this methodology, the construction of the skyscrapers was feasible.

Question

5.5 The following is a framing plan and section of a gymnasium floor over a parking garage.
The construction consists of conventionally reinforced normal-weight (150 pcf) concrete.
3'-6"
-0
7-0
BEAM (84"x20 D)
31'-0"
-0
O
0
O
BEAM (84"x20 D)
31'-0"
to
0
FLOOR FRAMING PLAN
NO SCALE
SECTION A-A
BEAM (84 WX20 D)
31'-0"
BEAM (84x200)
O
7'-0"
Q
IIIIIIIIIIIIIIIIII||||
44
→
25'-0"
25'-0"
0-,SZ
25'-0"
-30% CONC
COL BELOW
(TYP)

a. Calculate the average weight of the floor, including the weight of slab, beams and non-structural components.
Show the weight calculation in the table below.
b. Determine floor design live load in accordance with ASCE 7-10 Table 4-1 and included it in the table below.
Item
Structural weights
Slab
Assume 14" thick
Beam
7' wide by 20" deep
Non-structural weights
(see material weight tables)
Fixed partitions
Hardwood floor finish
Acoustical fiber tile plus
Channel-suspended system
Insulation
Mechanical, electrical, and
plumbing systems
Assume
%" thick
Description
4-inch thick rigid fiber glass
Assume
Live load
per
Sum of dead loads
ASCE 7-10 Table 4-1
Dead Load (psf)
10
6

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