• A two-span continuous one-way slab with span length of 4.3 meters is integral with its beam supports which are 300 mm wide with spacing 2m on center. The slab carries a factored load of 27000 Pa. f'c = 21Mpa and fy = 275 Mpa. a. Determine the minimum depth of slab (mm). b. Compute the positive and negative factored bending moments (KN-m). c. Calculate the spacing of 10mm main bars (mm). C. d. Find the spacing of 10mm temperature bars (mm).
• A two-span continuous one-way slab with span length of 4.3 meters is integral with its beam supports which are 300 mm wide with spacing 2m on center. The slab carries a factored load of 27000 Pa. f'c = 21Mpa and fy = 275 Mpa. a. Determine the minimum depth of slab (mm). b. Compute the positive and negative factored bending moments (KN-m). c. Calculate the spacing of 10mm main bars (mm). C. d. Find the spacing of 10mm temperature bars (mm).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:• A two-span continuous one-way slab with span length of 4.3 meters is integral with
its beam supports which are 300 mm wide with spacing 2m on center. The slab
carries a factored load of 27000 Pa. f'c = 21Mpa and fy = 275 Mpa.
a. Determine the minimum depth of slab (mm).
b. Compute the positive and negative factored bending moments (KN-m).
c. Calculate the spacing of 10mm main bars (mm).
d. Find the spacing of 10mm temperature bars (mm).
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