applied Q2: A (500*400) mm column shown in Fig.2 is reinforced with 12 32mm bars. service dead load P= 1000 kN is applied at eccentricities (ccy-200mm). Check the adequacy of the section. Let f. 25 MPa. fy -400MPa. P (D) 60 280 0-60 0 O ooloa 1 1 IN 75 0 1 350 O 00 OC H 75 T
applied Q2: A (500*400) mm column shown in Fig.2 is reinforced with 12 32mm bars. service dead load P= 1000 kN is applied at eccentricities (ccy-200mm). Check the adequacy of the section. Let f. 25 MPa. fy -400MPa. P (D) 60 280 0-60 0 O ooloa 1 1 IN 75 0 1 350 O 00 OC H 75 T
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter1: Tension, Compression, And Shear
Section: Chapter Questions
Problem 1.9.12P: What is the maximum possible value of the clamping Force C in the jaws of the pliers shown in the...
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![Q2: A(500*400) mm column shown in Fig.2 is reinforced with 12032mm bars. The applied
1000 kN is applied at cccentricities (c ey-200mm). Check the
service dead load P
adequacy of the section. Let f. -25 MPa. fy=400MP..
(D)
60
280
60
75
350
75
Ooloo](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fccbc13eb-b51b-4715-848a-8e9fcc18510b%2F2bcb1e4b-87c2-42f2-8d79-679f1756987c%2Fy4nr0h_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q2: A(500*400) mm column shown in Fig.2 is reinforced with 12032mm bars. The applied
1000 kN is applied at cccentricities (c ey-200mm). Check the
service dead load P
adequacy of the section. Let f. -25 MPa. fy=400MP..
(D)
60
280
60
75
350
75
Ooloo
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