0001799 AUFORINT H.W: The column (AB) shown in figure, is a part of reinforced concrete braced frame subjected to a factored compression load of 1000 KN and equally bending moment at the top and bottom Ma 215 KN.m that will cause single curve. Assume ((the stiffness of the beams at A- (l/L=0.000175m), at B= (l/L-0.00176 m²), Bans"0.54 and for column (L-L.))). fjv 1- Compute column slenderness ratio. 2- Is the column classified as short or long column? 3- If the column is long what is the magnified design moment? 4- design the column L 860.
0001799 AUFORINT H.W: The column (AB) shown in figure, is a part of reinforced concrete braced frame subjected to a factored compression load of 1000 KN and equally bending moment at the top and bottom Ma 215 KN.m that will cause single curve. Assume ((the stiffness of the beams at A- (l/L=0.000175m), at B= (l/L-0.00176 m²), Bans"0.54 and for column (L-L.))). fjv 1- Compute column slenderness ratio. 2- Is the column classified as short or long column? 3- If the column is long what is the magnified design moment? 4- design the column L 860.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![000175
LUOKINT
H.W: The column (AB) shown in figure, is a part
of reinforced concrete braced frame subjected
to a factored compression load of 1000 KN and
equally bending moment at the top and bottom
M 215 KN.m that will cause single curve.
Assume ((the stiffness of the beams at A=
(l/L=0.000175m), at B= (l/L-0.00176 m²),
Bans"0.54 and for column (L-L.))).
sow
SANAN
1- Compute column slenderness ratio.
2- Is the column classified as short or long column?
3- If the column is long what is the magnified design moment?
4- design the column
950-
Long Columns
ART
800.
6309](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F81673346-ddcb-495c-84fe-e2f3c869e519%2Fc32b4cde-d25d-4676-8499-28b32274db19%2Fn6b9wfq_processed.jpeg&w=3840&q=75)
Transcribed Image Text:000175
LUOKINT
H.W: The column (AB) shown in figure, is a part
of reinforced concrete braced frame subjected
to a factored compression load of 1000 KN and
equally bending moment at the top and bottom
M 215 KN.m that will cause single curve.
Assume ((the stiffness of the beams at A=
(l/L=0.000175m), at B= (l/L-0.00176 m²),
Bans"0.54 and for column (L-L.))).
sow
SANAN
1- Compute column slenderness ratio.
2- Is the column classified as short or long column?
3- If the column is long what is the magnified design moment?
4- design the column
950-
Long Columns
ART
800.
6309
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