The floor plan of a building is shown in Figure 2. The specified floor loading consists of a live load of 10 kN/m² (including floor finish, partition etc.) in addition to the self-weight. The slab was designed in Problem 1 of Assignment 6. Use a slab thickness of 200 mm. The wall thickness is 250 mm. The slab and the beam were cast at the same time. Design the interior beam of the floor, considering the beam as simply supported. Use f = 40 MPa, fy = 400 MPa. Fig. 2 4000 Wall Wall * 4000 I I Interior | beam * 4000 Edge beam 4000 9000

The floor plan of a building is shown in Figure 2. The specified floor loading consists of a live load of 10 kN/m² (including floor finish, partition etc.) in addition to the self-weight. The slab was designed in Problem 1 of Assignment 6. Use a slab thickness of 200 mm. The wall thickness is 250 mm. The slab and the beam were cast at the same time. Design the interior beam of the floor, considering the beam as simply supported. Use f = 40 MPa, fy = 400 MPa. Fig. 2 4000 Wall Wall * 4000 I I Interior | beam * 4000 Edge beam 4000 9000

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.1.3P

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A column in a building is subjected to the following load effects: 9 kips compression from dead load 5 kips compression from roof live load 6 kips compression from snow 7 kips compression from 3 inches of rain accumulated on the roof 8 kips compression from wind a. If lead and resistance factor design is used, determine the factored load (required strength) to be used in the design of the column. Which AISC load combination controls? b. What is the required design strength of the Column? c. What is the required nominal strength of the column for a resistance factor of 0.90? d. If allowable strength design is used, determine the required load capacity (required strength) to be used in the design of the column. Which AISC load combination controls? e. What is the required nominal strength of the column for a safety factor of 1.67?
Estimate the transverse tensile strength of the concrete in Problem 12.6.
How does a tensile stress differ from a compressive stress?
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