A floor slab 100 mm thick is cast monolithically with beams 300 mm wide 500 mm deep spaced 2.0 m on centers, on simple supports over a span of 6.0 m. The floor supports a superimposed service dead load of 1.77 kPa and service live load of 4.8 kPa. Using f’c = 21 MPa, long bar fy = 415 MPa, calculate: 7. Factored uniform load on a typical interior beam in KN/m using load factors of 1.2 for dead load and 1.6 for live load.

A floor slab 100 mm thick is cast monolithically with beams 300 mm wide 500 mm deep spaced 2.0 m on centers, on simple supports over a span of 6.0 m. The floor supports a superimposed service dead load of 1.77 kPa and service live load of 4.8 kPa. Using f’c = 21 MPa, long bar fy = 415 MPa, calculate: 7. Factored uniform load on a typical interior beam in KN/m using load factors of 1.2 for dead load and 1.6 for live load.

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.11P

See similar textbooks

Similar questions

The floor system of an apartment building consists of 100mm thick reinforced concrete slab (unit weight = 23.6 KN/m^3) resting on three steel floor beams 3.0 meters on centers. Calculate the total dead load in KN/m due to slab for a single floor beam. Assume one-way slab.
A 5-m simply-supported beam supports a uniformly distributed load equal to 40 kN/m applied throughout the beam. What is the maximum flexural stress if the beam has a rectangular cross-section with b = 300 mm and h = 600 mm? (in MPa) answer in 3 decimal places
A simply supported rectangular beam of length 6.45m has a width of 437.5 and an effective depth of 692.5. The beam is to be reinforced using 12 mm bars. The beam supports service dead loads of 31 kN/m and 39.5kN/m., respectively. the fc' is 28MPa, fy is 420MPa and Wu is 89.9kN/m. 1. what is the ultimate moment capacity of the beam? 2. what is the height of the equivalent stress block? 3. Determine the number of bars required for this beam
A simply supported rectangular beam 50 mm wide by 100 mm deep, carries a uniformly distributed load of 1200 N/m over the entire length.1. Which of the following gives the max. length of the beam If the flexural stress is limited to 20 MPa. a. 3.11 m.b. 3.33 m.c. 3.44 m.d. 3.66 m.2. Which of the following gives the max. shearing stress of the beam. a. 0.30 MPab. 0.50 MPac. 0.40 MPad. 0.60 MPa3. Which of the following gives the max. deflection of the beam assuming E = 18000 MPa. a. 24.52 mmb. 25.72 mmc. 26.62 mmd. 28.82 mm
A rectangular beam has a dimension of 210 mm x 260 mm. The simply supported beam is 5-m long and carries a concentrated load of 25 KN at the midspan. What is the maximum flexural stress of the beam? Blank 1 (use two decimal places)
A rectangular beam has a dimension of 210 mm x 260 mm. The simply supported beam is 5-m long and carries a concentrated load of 25 KN at the midspan. What is the maximum flexural stress of the beam?
A building floor plan having two reinforced concrete slabs of 200 mm thick and density of 24 kN/m3 are supported by beams as shown in figure Q1. The slabs of floor are subjected to impose load 6 kN/m2, Find the total design load on beam B1.
A planned flexible load area (see Figure P7.2) is to be 3 m x 4.6 m and carries a uniformly distributed load of 180 kN/m2. Estimate the elastic settlement below the center of the loaded area. Assume that Df = 2 m and H = ∞ . Use Eqn 7.4
A 5 m simply supported beam supports a uniformly distributed load equal to 40 kN/m applied throughout the beam. What is the minimum flexural stress if the beam has a triangular cross section with b= 300 mm and h = 600 mm? (in MPa)
A cantilever beam, 70 mm wide by 290 mm high and 9 m long, carries a load that varies uniformly from zero at the free end to 1200 N/m at the wall. Compute the magnitude of the maximum flexural stress. Answer must be in MPa.
The safe stress , for a hollow steel column which carries an axial load of 2.1 x 10^3 kN is 25 MN/m^2. If the external diameter of the column is 30cm, determine the internal diameter.
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.