Determine end reaction for Beam 1 (B-1).L1L2B-1L2L2L2• L1 = 20 ft• L2 = 6 ftLive load = 50 psf• 4" Thick concrete slab (density = 150 pcf)• 5/8" Thick terrazzo (12 Ib/ft2/in)• Beam weight = 30 lb/ftGirder weight = 22 lb/ftPlease round to the nearest one.One end reaction for B-1 =IbsMacBook Air吕0F3F7F4F5F2&*@78.23WERTY

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Determine end reaction for Beam 1 (B-1). L1 L2 B-1 L2 L2 L2 • L1 = 20 ft • L2 = 6 ft • Live load = 50 psf %3D 4" Thick concrete slab (density 150 pcf) 5/8" Thick terrazzo (12 lb/ft2/in) • Beam weight = 30 lb/ft • Girder weight = 22 lb/ft %3! %3D %3D Please round to the nearest one. One end reaction for B-1 = Ibs G-1

Determine end reaction for Beam 1 (B-1). L1 L2 B-1 L2 L2 L2 • L1 = 20 ft • L2 = 6 ft • Live load = 50 psf %3D 4" Thick concrete slab (density 150 pcf) 5/8" Thick terrazzo (12 lb/ft2/in) • Beam weight = 30 lb/ft • Girder weight = 22 lb/ft %3! %3D %3D Please round to the nearest one. One end reaction for B-1 = Ibs G-1

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

Determine end reaction for Beam 1 (B-1).
L1
L2
B-1
L2
L2
L2
• L1 = 20 ft
• L2 = 6 ft
Live load = 50 psf
• 4" Thick concrete slab (density = 150 pcf)
• 5/8" Thick terrazzo (12 Ib/ft2/in)
• Beam weight = 30 lb/ft
Girder weight = 22 lb/ft
Please round to the nearest one.
One end reaction for B-1 =
Ibs
MacBook Air
吕0
F3
F7
F4
F5
F2
&
*
@
7
8.
2
3
W
E
R
T
Y

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