Determining the spacing of a pair of connecting screws (connectors) between the slab and the steel beam working in a composite section. The Shear capacity of these connectors is 500 kg/bolt. Total Load = W=2500 kg/m (Does not include Own Weight of Beam and slab)
Determining the spacing of a pair of connecting screws (connectors) between the slab and the steel beam working in a composite section. The Shear capacity of these connectors is 500 kg/bolt. Total Load = W=2500 kg/m (Does not include Own Weight of Beam and slab)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determining the spacing of a pair of connecting screws (connectors)
between the slab and the steel beam working in a composite section. The
Shear capacity of these connectors is 500 kg/bolt.
Total Load = W=2500 kg/m (Does not include Own Weight of Beam and slab)
IPR Profile 16”x74.4 kg/m Ec = 240,000 kg/cm2
Ix = 27,430 cm4 Es= 2,100,000 kg/cm2
W= 94.8 cm2
Fy=2530 kg/cm2
12m
W = 5000kg/m
16.5"
15cm
90cm
IPR Profile 16”x74.4 kg/m Ec = 240,000 kg/cm2
Ix = 27,430 cm4 Es= 2,100,000 kg/cm2
W= 94.8 cm2
Fy=2530 kg/cm2
12m
W = 5000kg/m
16.5"
15cm
90cm
Transcribed Image Text:90 cm
T
41.3 cm
15 cm
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