A 300 mm square tied column carries a concentrated DL of 250 kN and LL of 500 kN. Other significant data are; SBC = 140 kPa, f'c = 20.68 MPa and fy = 276 MPa. Consider weight of footing and soil above it to be 8% of the total service loads. Use U = 12D +16L, 1 Which of the following gives the dimension of the footing to sustain the given loads? a. 450 mm b. 260 mm c. 330 mm d. 350 mm 2. Which of the following gives the effective depth of footing as determine by punching shear? Use = 0.75 a. 450 mm b. 260 mm c. 330 mm d. 350 mm 3. Which of the following gives the effective depth of footing as determine by beam shear? Use = 0.75 a. 450 mm b. 260 mm c.330 mm d. 350 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A 300 mm square tied column carries a concentrated DL of 250 kN and LL of
500 kN. Other significant data are; SBC = 140 kPa, f'c = 20.68 MPa and fy = 276
MPa. Consider weight of footing and soil above it to be 8% of the total service
loads. Use U = 1.2D + 1.6L,
1 Which of the following gives the dimension of the footing to sustain the given
loads?
a. 450 mm
b. 260 mm
c. 330 mm
d. 350 mm
2. Which of the following gives the effective depth of footing as determine by
punching shear? Use 0.75
a. 450 mm
b. 260 mm
c. 330 mm
d. 350 mm
3. Which of the following gives the effective depth of footing as determine by
beam shear? Use D = 0.75
a. 450 mm
b. 260 mm
c. 330 mm
d. 350 mm
Transcribed Image Text:A 300 mm square tied column carries a concentrated DL of 250 kN and LL of 500 kN. Other significant data are; SBC = 140 kPa, f'c = 20.68 MPa and fy = 276 MPa. Consider weight of footing and soil above it to be 8% of the total service loads. Use U = 1.2D + 1.6L, 1 Which of the following gives the dimension of the footing to sustain the given loads? a. 450 mm b. 260 mm c. 330 mm d. 350 mm 2. Which of the following gives the effective depth of footing as determine by punching shear? Use 0.75 a. 450 mm b. 260 mm c. 330 mm d. 350 mm 3. Which of the following gives the effective depth of footing as determine by beam shear? Use D = 0.75 a. 450 mm b. 260 mm c. 330 mm d. 350 mm
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