Structural Analysis (10th Edition)
10th Edition
ISBN: 9780134610672
Author: Russell C. Hibbeler
Publisher: PEARSON
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Textbook Question
Chapter 1, Problem 1.13P
A four-story office building has interior columns spaced 30 ft apart in two perpendicular directions. If the flat-roof live loading is estimated to be 30 lb/ft2, determine the reduced live load supported by a typical interior column located at ground level.
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3. A four-story office building has interior columns
spaced 30 ft apart in two perpendicular directions.
If the flat-roof live loading is estimated to be 15
lb/ft2 and the floor is made of 150 mm thick
reinforced cinder concrete. Determine the total
load supported by a typical interior column located
at ground level
Please make it right and clear,I will vote it up.
The floor of a heavy storage warehouse building is made of 6-in.-thick stone concrete. If the floor is a slab having a length of 15 ft and width of 10 ft, determine the resultant force caused by the dead load and the live load.
Chapter 1 Solutions
Structural Analysis (10th Edition)
Ch. 1 - The floor of a heavy storage warehouse building is...Ch. 1 - Prob. 1.2PCh. 1 - Prob. 1.3PCh. 1 - Prob. 1.4PCh. 1 - Prob. 1.5PCh. 1 - Prob. 1.6PCh. 1 - Prob. 1.7PCh. 1 - Prob. 1.8PCh. 1 - Prob. 1.9PCh. 1 - Prob. 1.10P
Ch. 1 - Prob. 1.11PCh. 1 - Prob. 1.12PCh. 1 - A four-story office building has interior columns...Ch. 1 - Prob. 1.14PCh. 1 - Prob. 1.15PCh. 1 - Prob. 1.16PCh. 1 - Prob. 1.17PCh. 1 - Prob. 1.18PCh. 1 - Prob. 1.19PCh. 1 - Prob. 1.20PCh. 1 - Prob. 1.21PCh. 1 - Prob. 1.22PCh. 1 - Prob. 1.23PCh. 1 - Prob. 1.24PCh. 1 - Prob. 1.25P
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Similar questions
- Question: A three-story office building has interior columns that are spaced 6m apart in two perpendicular directions. If the (flat) roof loading is 0.96kPa, determine the reduced live load supported by a typical interior column located at ground level.arrow_forwardA two-story office building has interior columns that are spaced at 6.71 m apart in two perpendicular directions. If the loading on the flat roof is estimated to be 0.96 KN/m2, determine the reduced live load supported by a typical interior column at the (a) ground floor level and (b) second floor level Minimum live load for offices is 2.4 KN/m2arrow_forwardPlease answer correctlyarrow_forward
- The floor of a wholesale store building is made of 100 mm thick cinder concrete. If the floor is a slab having a length of 3m and width of 2.5m, determine the resultant force in kN caused by the dead load and the live load.arrow_forwardA post consists of concrete with 15-20 mm diameter of steel rods. The post is 30 cm in diameter. The limiting stress of the steel is 140 MPa and that of concrete is 15 MPa. What maximum axial load that can be safely carried by the post if Es=200 Gpa and Ec-12 Gpa?arrow_forwardThe floor of a heavy storage warehouse building is made of 6-in thick stone concrete. If the floor is a slab having a length of 15 ft and width of 10 ft. Determine the resultant force cause by the dead load and the live load.arrow_forward
- A concrete building has 12 stories, each story is 3.2 m high. The facade column has 400 kN axial load per floor and a cross sectional area of 300mm×700mm. Calculate the shortening of the column at the ground floor level and the sixth floor when using concrete f'c= 25 N/mm and 40 N/mm?. Explain if there will be any effect on the facade.arrow_forwardProblem No. 3 A three-story hotel has interior columns that are spaced 6.0 meters apart in two perpendicular directions. If the loading on the flat roof is estimated to be 1.50 kN/m?, determine the live load supported by a typical interior column at (a) the ground-floor level, and (b) the second floor level. Hint: Use Reducible Live Load Formulaarrow_forwardA two story office building has interior column spaced at 6.7m apart in two perpendicular directions. If the flat of the roof live loading is allowed to be reduced live load of an interior column located at the ground floor level. Using NSCP 2010, determine the following: a.) basic roof live load in kPa b.) roof live load in kN forthe column c.) basic floor live load due to occupancy in kPa d.) reduced floor live load in kN for the column e.) total live load supported by the ground floor columnarrow_forward
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