QUESTION 3Design of Interior flat slab with column head and drop panel against punching shear withfigure 3.0 and data given below:2.5 x 2.5 m drop panel275mm2.5 x 2.5 m drop panel100mmColumn head:1.2m7000 mmFigure 3.015.71 kN/m?Equivalent distributed load, nUltimate load on the floor769.89 kNDiameter of column400 X 400 mmDiameter Column Head1200 mm30 N/mm?Characteristic strength of concreteEffective Depth (Middle strip)Effective Depth (Column strip)205 mm305 mm

Given; Drop dimension =2.5×2.5 m Column head=1.2m Ultimate load =769.89kN

QUESTION 3 Design of Interior flat slab with column head and drop panel against punching shear with figure 3.0 and data given below: 2.5 x 2.5 m drop panel 275mm 2.5 x 2.5 m drop panel 100mm Column head: 1.2m 7000 mm Figure 3.0 Equivalent distributed load, n Ultimate load on the floor Diameter of column Diameter Column Head 15.71 kN/m² 769.89 kN 400 X 400 mm 1200 mm 30 N/mm? Characteristic strength of concrete Effective Depth (Middle strip) Effective Depth (Column strip) 205 mm 305 mm

QUESTION 3 Design of Interior flat slab with column head and drop panel against punching shear with figure 3.0 and data given below: 2.5 x 2.5 m drop panel 275mm 2.5 x 2.5 m drop panel 100mm Column head: 1.2m 7000 mm Figure 3.0 Equivalent distributed load, n Ultimate load on the floor Diameter of column Diameter Column Head 15.71 kN/m² 769.89 kN 400 X 400 mm 1200 mm 30 N/mm? Characteristic strength of concrete Effective Depth (Middle strip) Effective Depth (Column strip) 205 mm 305 mm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Find the short term and long term deflections of the type 1 prestressed concrete beam shown in Fig. 8.3. The beam has a rectangular cross- section of 0.3 m × 0.6 m and a effective span of 16 m. 0.1: +0.2 0.24 0.1 4 8 m fc= 50 N/ mrn? 800' KN. Pe- G50 KN
02/1 For the simply supported reinforced concrete one-way solid slab as shown below. Find the maximum live load can be carry by this slab. Assume: f = 25 MPa and fy = 420 MPa and y=24kN/m'. 200mm Ø 10mm@200 mm 012mm@200mm Fig.2 4m
Complete answer
Please write the complete solution neatly
The reinforced concrete beam shown has a width of 400 mm and a total depth of 610 mm. It is loaded with a super imposed dead of 25 kN/m, and live load of 12 kN/m. Pdl =60kN and Pll = 40kN There are 3-25mm diameter bars arranged in a single layer at the bottom of the beam, with a clear covering of 50 mm. Another 2 -20 mm diameter bars are located at the top of the beam with the same clear covering. Determine the critical spacing of 10mm diameter stirrups. Use f = 28MPa, fy = 420 MPa, fyt = 275 MPa. P in KN P in KN w in kN/m Steel I Generic 7.0 m 2.0 m 5.0 m
A cantilever beam, 80 mm wide by 270 mm high and 7 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 floor shown below with an overall depth of 125 mm is to be designed to carry an imposed load (LL) of 2.5 kN/m² plus floor finishes and ceiling loads (DL) of 1.5 kN/m². Calculate the factored loads acting on beams CD. Assume unit weight of concrete is 24 kN/m². E 2. F 3.0 m 5.0 m Depth 125mn 0.125m -hh=2.5 kN/m² - PL = 1.5 kNm² - u. W of compete 24 KN/m³ A 80m B
A one way slab has a total depth of 200mm with a 20mm clear cover at the bottom. The steel reinforcement is 20 mm diameter spaced at 125mm on centers. Use f'c = 30 MPa and fy = 400 MPa. 1) Determine the depth of the stress block for a strip of slab. 2) Determine the moment capacity of the strip of slab. 3) Determine the live load per sq.m. that the slab can carry if the slab were used on a 3m simple span. Concrete mass maybe taken at 2500 kg/m³ which includes the weight of reinforcement. Use 2015 NSCP. SDL can be taken as 12 kPa/m.
A timber beam 91 mm wide by 160 mm high is subjected to a vertical shear V = 27 kN. Determine the shearing stress developed at layer 3 only 20 mm apart from the top to bottom of the section. Answer must be in MPa.