The floor system of a residential building consists of 125mm thick reinforced concrete slab (unit weight = 23.6 KN/m^3) resting on three 8m spanned RC floor beams spaced at 3.2 meters on centers. Size of RC beam is 200mm x 450mm. NSCP 2015 Load factors: 1.2DL & 1.6LL. Assume simple supports. Question: True or False? The RC slab described above is ONE-WAY slab.

The floor system of a residential building consists of 125mm thick reinforced concrete slab (unit weight = 23.6 KN/m^3) resting on three 8m spanned RC floor beams spaced at 3.2 meters on centers. Size of RC beam is 200mm x 450mm. NSCP 2015 Load factors: 1.2DL & 1.6LL. Assume simple supports. Question: True or False? The RC slab described above is ONE-WAY slab.

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 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.
If FA = 40 kN and FB = 35 kN, determine the magnitude of the resultant force and specify the location of its point of application (x, y) on the slab.
The building slab is subjected to four parallel column loadings. The resultant force acts through point (12 m, 10 m). Suppose that F3 = 15 kN and F4 = 7 kN . a) Determine the magnitude of F1. b) Determine the magnitude of F2. Image is also provided.
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 triangular cross-section with b = 300 mm and h = 600 mm? (in MPa)
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 6 m concrete slab of weight W is to be supported at one end by a steel rod 3 m long having a modulus of elasticity of 200000 MPa and the other end by an aluminum rod 4 m long with a modulus of elasticity of 70000 MPa. The lower ends of the rods are initially at the same level.1. Which of the following gives the ratio of the area of the aluminum rod to that of the steel rod so that the slab will remain level after it is attached to the rods? a. 2.81b. 3.81c. 1.81d. 4.812. Which of the following gives the elongation of the steel bar if it has a diameter of 25 mm when W = 30 kN. a. 0.46mmb. 0.66mmc. 0.56mmd. 0.76mm3. Which of the following gives the strain of the aluminum rod? a. 0.000215b. 0.000315c. 0.000115d. 0.00445
A structural framing plan for the upper floors in a building is shown in the figure below. A site-cast concrete slab-and-beam system is used. The floor framing system consists of a series of parallel beams at 2.8-meter centers that support a continuous one-way spanning slab (adjacent columns are spaced by a distance of 8.4-meter in both horizontal and vertical directions). The uniformly ultimate (factored) distributed load for the one-way slab is equal to 14 kN/m2. Ignore the own weights of beams and walls. Compute the value of load on column H. Compute the value of distributed load on beam EF. Compute the value of each of concentrated loads on beam HK. Compute the value of maximum moment for beam HK.
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
I. Single-choice questions.: 5. Bridge piers belong to which part of a bridge? ( ) A. Bridge superstructure B. Bridge substructure C. Bridge deck system D. Bridge foundation 6. When calculating the load transverse distribution coefficient (m) near the bearing supports of a simply-supported beam bridge, which kind of calculation method is recommended? ( ) A. Lever principle method B. Hinge joint slab method C. Eccentric compression method D. G-M method
A hollow rectangular column carries three axial loads as shown in Fig. 4. If P1=100kN, P2=200kN, and P3=300kN respectively, determine:(a) the magnitude and position of the resultant load with reference to X-X and Y-Y axes;(b) the combined stresses at each of the corners a, b, c and d.