1- 12 KN2- πr^2 = π ( 7/2)2 = 38.5 mm 3- σ F/A = 12x1000/38.5=311.6 N/mm24- Ey=0.05mm/44mm=1.1363N/mm2 σy/Ey =311.6N/mm2/1.1363=274.24N/mm25- σy = Fy/A = 10x1000/38.5=10000/38.5=259.74N/mm2Mohammad Ali Al-Jaberi 11-06
1- 12 KN2- πr^2 = π ( 7/2)2 = 38.5 mm 3- σ F/A = 12x1000/38.5=311.6 N/mm24- Ey=0.05mm/44mm=1.1363N/mm2σy/Ey =311.6N/mm2/1.1363=274.24N/mm25- σy = Fy/A = 10x1000/38.5=10000/38.5=259.74N/mm2hazza yeslam 11-06
(1) 12 KN(2) πr^2 = π ( 7/2)2 = 38.5 mm(3) σ F/A = 12x1000/38.5=311.6 N/mm2(4) Ey=0.05mm/44mm=1.1363N/mm2σy/Ey =311.6N/mm2/1.1363=274.24N/mm2(5) σy = Fy/A = 10x1000/38.5=10000/38.5=259.74N/mm2hamdan obaid11-6
1- 12 KN2- πr^2 = π ( 7/2)2 = 38.5 mm3- σ F/A = 12x1000/38.5=311.6 N/mm24- Ey=0.05mm/44mm=1.1363N/mm2σy/Ey =311.6N/mm2/1.1363=274.24N/mm25- σy = Fy/A = 10x1000/38.5=10000/38.5=259.74N/mm2hussain zaid 11-0690011
1- 12 KN2- πr^2 = π ( 7/2)2 = 38.5 mm 3- σ F/A = 12x1000/38.5=311.6 N/mm24- Ey=0.05mm/44mm=1.1363N/mm2σy/Ey =311.6N/mm2/1.1363=274.24N/mm25- σy = Fy/A = 10x1000/38.5=10000/38.5=259.74N/mm2Mohammed Al Amoudi 11-06
1- 12 KN
ReplyDelete2- πr^2 = π ( 7/2)2 = 38.5 mm
3- σ F/A = 12x1000/38.5=311.6 N/mm2
4- Ey=0.05mm/44mm=1.1363N/mm2
σy/Ey =311.6N/mm2/1.1363=274.24N/mm2
5- σy = Fy/A = 10x1000/38.5=10000/38.5=259.74N/mm2
Mohammad Ali Al-Jaberi 11-06
1- 12 KN
ReplyDelete2- πr^2 = π ( 7/2)2 = 38.5 mm
3- σ F/A = 12x1000/38.5=311.6 N/mm2
4- Ey=0.05mm/44mm=1.1363N/mm2
σy/Ey =311.6N/mm2/1.1363=274.24N/mm2
5- σy = Fy/A = 10x1000/38.5=10000/38.5=259.74N/mm2
hazza yeslam
11-06
(1) 12 KN
ReplyDelete(2) πr^2 = π ( 7/2)2 = 38.5 mm
(3) σ F/A = 12x1000/38.5=311.6 N/mm2
(4) Ey=0.05mm/44mm=1.1363N/mm2
σy/Ey =311.6N/mm2/1.1363=274.24N/mm2
(5) σy = Fy/A = 10x1000/38.5=10000/38.5=259.74N/mm2
hamdan obaid
11-6
1- 12 KN
ReplyDelete2- πr^2 = π ( 7/2)2 = 38.5 mm
3- σ F/A = 12x1000/38.5=311.6 N/mm2
4- Ey=0.05mm/44mm=1.1363N/mm2
σy/Ey =311.6N/mm2/1.1363=274.24N/mm2
5- σy = Fy/A = 10x1000/38.5=10000/38.5=259.74N/mm2
hussain zaid
11-06
90011
1- 12 KN
ReplyDelete2- πr^2 = π ( 7/2)2 = 38.5 mm
3- σ F/A = 12x1000/38.5=311.6 N/mm2
4- Ey=0.05mm/44mm=1.1363N/mm2
σy/Ey =311.6N/mm2/1.1363=274.24N/mm2
5- σy = Fy/A = 10x1000/38.5=10000/38.5=259.74N/mm2
Mohammed Al Amoudi 11-06