Statics Problem plon quod 2.19 The figure shows the forces exerted by wind on each floor level of a six-story steel frame building. Determine the resultant overturning moment at the base of the building at A. bigh leoggo Jaupo owl yd 2.20 Determine the moment of the 1,300# force applied at russ joint D about points B and C. Use Varignon's theorem. bollggs 5 KN- 10 KN - 9 KN → 8 KN → 8 KN 8kN- → → → BUILDING F-1300 5 12 5
Statics Problem plon quod 2.19 The figure shows the forces exerted by wind on each floor level of a six-story steel frame building. Determine the resultant overturning moment at the base of the building at A. bigh leoggo Jaupo owl yd 2.20 Determine the moment of the 1,300# force applied at russ joint D about points B and C. Use Varignon's theorem. bollggs 5 KN- 10 KN - 9 KN → 8 KN → 8 KN 8kN- → → → BUILDING F-1300 5 12 5
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Statics
Problems
ons ofquod
2.19 The figure shows the forces exerted by wind on
each floor level of a six-story steel frame building.
Determine the resultant overturning moment at the base
of the building at A.
bigh
sileoggo laups owl
lollsing
2.20 Determine the moment of the 1,300# force applied at
truss joint D about points B and C. Use Varignon's
theorem.
beligge
5 KN
10 kN
9 KN →
8KN +
8 ки
8 KN
A
BUILDING SECTION
F=1300#
12'
5
D
OP
12¹
4m per story'
51](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F56250e59-2de9-4eb3-9f5c-43604969c786%2Fd3a6bfd5-89eb-40f8-96c1-ddab36d7ae9b%2Fvbcsmyo_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Statics
Problems
ons ofquod
2.19 The figure shows the forces exerted by wind on
each floor level of a six-story steel frame building.
Determine the resultant overturning moment at the base
of the building at A.
bigh
sileoggo laups owl
lollsing
2.20 Determine the moment of the 1,300# force applied at
truss joint D about points B and C. Use Varignon's
theorem.
beligge
5 KN
10 kN
9 KN →
8KN +
8 ки
8 KN
A
BUILDING SECTION
F=1300#
12'
5
D
OP
12¹
4m per story'
51
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