Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
TABLE 1.2 Minimum Densities for Design Loads from Materials* Ib/ft3 kN/m3 Aluminum 170 26.7 17.0 TABLE 1.4 Minimum Live Loads* Concrete, plain cinder Concrete, plain stone 108 144 22.6 Live Load Live Load Concrete, reinforced cinder 111 17.4 Occupancy or Use psf kN/m2 Occupancy or Use psf kN/m2 Concrete, reinforced stone 150 23.6 Assembly areas and theaters Residential Clay, dry 63 9.9 Fixed seats 60 2.87 Dwellings (one- and two-family) 40 1.92 Clay, damp Sand and gravel, dry, loose Sand and gravel, wet 110 17.3 Movable seats 100 4.79 Hotels and multifamily houses 100 15.7 Garages (passenger cars only) Office buildings 40 1.92 Private rooms and corridors 40 1.92 120 18.9 Public rooms and corridors 100 4.79 Masonry, lightweight solid 105 16.5 Lobbies 100 4.79 Schools concrete Offices 50 2.40 Classrooms 40 1.92 Masonry, normal weight 135 21.2 Storage warehouse First-floor corridors 100 4.79 Plywood Steel, cold-drawn 36 5.7 3.83 Light Heavy 125 6.00 Corridors above first floor 80 492 77.3 250 11.97 Wood, Douglas Fir 34 5.3 *Minimum Live Loads, Reproduced with permission from American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-10, American Society of Civil Engineers. Wood, Southern Pine 37 5.8 Wood, spruce 29 4.5 *Minimum Densities for Design Loads from Materials, Reproduced with permission from American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures, ASCE/ SEI 7-10. Copies of this standard may be purchaed from ASCE at www.pubs.asce.org, American Society of Civil Engineers. C B D E a Probs. 2–1/2

TABLE 1.2 Minimum Densities for Design Loads from Materials* Ib/ft3 kN/m3 Aluminum 170 26.7 17.0 TABLE 1.4 Minimum Live Loads* Concrete, plain cinder Concrete, plain stone 108 144 22.6 Live Load Live Load Concrete, reinforced cinder 111 17.4 Occupancy or Use psf kN/m2 Occupancy or Use psf kN/m2 Concrete, reinforced stone 150 23.6 Assembly areas and theaters Residential Clay, dry 63 9.9 Fixed seats 60 2.87 Dwellings (one- and two-family) 40 1.92 Clay, damp Sand and gravel, dry, loose Sand and gravel, wet 110 17.3 Movable seats 100 4.79 Hotels and multifamily houses 100 15.7 Garages (passenger cars only) Office buildings 40 1.92 Private rooms and corridors 40 1.92 120 18.9 Public rooms and corridors 100 4.79 Masonry, lightweight solid 105 16.5 Lobbies 100 4.79 Schools concrete Offices 50 2.40 Classrooms 40 1.92 Masonry, normal weight 135 21.2 Storage warehouse First-floor corridors 100 4.79 Plywood Steel, cold-drawn 36 5.7 3.83 Light Heavy 125 6.00 Corridors above first floor 80 492 77.3 250 11.97 Wood, Douglas Fir 34 5.3 *Minimum Live Loads, Reproduced with permission from American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-10, American Society of Civil Engineers. Wood, Southern Pine 37 5.8 Wood, spruce 29 4.5 *Minimum Densities for Design Loads from Materials, Reproduced with permission from American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures, ASCE/ SEI 7-10. Copies of this standard may be purchaed from ASCE at www.pubs.asce.org, American Society of Civil Engineers. C B D E a Probs. 2–1/2

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question

The steel framework is used to support the reinforced stone concrete slab that is used for an office. The slab is 200 mm thick. Sketch the loading that acts along members BE and FED. Take a = 2 m, b = 5 m. Hint: See Tables 1.2 and 1.4.

TABLE 1.2 Minimum Densities for Design Loads from Materials* Ib/ft3 kN/m3 Aluminum 170 26.7 17.0 TABLE 1.4 Minimum Live Loads* Concrete, plain cinder Concrete, plain stone 108 144 22.6 Live Load Live Load Concrete, reinforced cinder 111 17.4 Occupancy or Use psf kN/m2 Occupancy or Use psf kN/m2 Concrete, reinforced stone 150 23.6 Assembly areas and theaters Residential Clay, dry 63 9.9 Fixed seats 60 2.87 Dwellings (one- and two-family) 40 1.92 Clay, damp Sand and gravel, dry, loose Sand and gravel, wet 110 17.3 Movable seats 100 4.79 Hotels and multifamily houses 100 15.7 Garages (passenger cars only) Office buildings 40 1.92 Private rooms and corridors 40 1.92 120 18.9 Public rooms and corridors 100 4.79 Masonry, lightweight solid 105 16.5 Lobbies 100 4.79 Schools concrete Offices 50 2.40 Classrooms 40 1.92 Masonry, normal weight 135 21.2 Storage warehouse First-floor corridors 100 4.79 Plywood Steel, cold-drawn 36 5.7 3.83 Light Heavy 125 6.00 Corridors above first floor 80 492 77.3 250 11.97 Wood, Douglas Fir 34 5.3 *Minimum Live Loads, Reproduced with permission from American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-10, American Society of Civil Engineers. Wood, Southern Pine 37 5.8 Wood, spruce 29 4.5 *Minimum Densities for Design Loads from Materials, Reproduced with permission from American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures, ASCE/ SEI 7-10. Copies of this standard may be purchaed from ASCE at www.pubs.asce.org, American Society of Civil Engineers.
Transcribed Image Text:TABLE 1.2 Minimum Densities for Design Loads from Materials* Ib/ft3 kN/m3 Aluminum 170 26.7 17.0 TABLE 1.4 Minimum Live Loads* Concrete, plain cinder Concrete, plain stone 108 144 22.6 Live Load Live Load Concrete, reinforced cinder 111 17.4 Occupancy or Use psf kN/m2 Occupancy or Use psf kN/m2 Concrete, reinforced stone 150 23.6 Assembly areas and theaters Residential Clay, dry 63 9.9 Fixed seats 60 2.87 Dwellings (one- and two-family) 40 1.92 Clay, damp Sand and gravel, dry, loose Sand and gravel, wet 110 17.3 Movable seats 100 4.79 Hotels and multifamily houses 100 15.7 Garages (passenger cars only) Office buildings 40 1.92 Private rooms and corridors 40 1.92 120 18.9 Public rooms and corridors 100 4.79 Masonry, lightweight solid 105 16.5 Lobbies 100 4.79 Schools concrete Offices 50 2.40 Classrooms 40 1.92 Masonry, normal weight 135 21.2 Storage warehouse First-floor corridors 100 4.79 Plywood Steel, cold-drawn 36 5.7 3.83 Light Heavy 125 6.00 Corridors above first floor 80 492 77.3 250 11.97 Wood, Douglas Fir 34 5.3 *Minimum Live Loads, Reproduced with permission from American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-10, American Society of Civil Engineers. Wood, Southern Pine 37 5.8 Wood, spruce 29 4.5 *Minimum Densities for Design Loads from Materials, Reproduced with permission from American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures, ASCE/ SEI 7-10. Copies of this standard may be purchaed from ASCE at www.pubs.asce.org, American Society of Civil Engineers.
C B D E a Probs. 2–1/2
Transcribed Image Text:C B D E a Probs. 2–1/2
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 9 steps with 4 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Tension members
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS