DESIGN FOR TENSION ONLY (ACI METHOD fe=21mPa fy=276 MPa Strength Design 2015 NSCP SPAN 1: DL= 8 KN 름 * 9 37 I LL=12 kN/mY L = 4.50m 2: DL= 10x/m LLIG W/m masih = 7 TL ⒸDL - 10 b/m LL 15KN/m L=4.70 m T (4): DL = 8 KN/ u=12kx/m. L = 4.60 m IT
DESIGN FOR TENSION ONLY (ACI METHOD fe=21mPa fy=276 MPa Strength Design 2015 NSCP SPAN 1: DL= 8 KN 름 * 9 37 I LL=12 kN/mY L = 4.50m 2: DL= 10x/m LLIG W/m masih = 7 TL ⒸDL - 10 b/m LL 15KN/m L=4.70 m T (4): DL = 8 KN/ u=12kx/m. L = 4.60 m IT
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:DESIGN FOR TENSION ONLY (ACI METHOD
fe=21mPa
fy=276 MPa
trength Design 2015 NSCP
use ba
24
TL
I
SPAN 1: DL= 8 KN
LL=12 KW/m
L = 4.50m
2: DL= 10x/m
LLIG W/m
L=450m
Ⓒ: DL=10 b/m
LL 15/m
L=4.70 m
(4): DL = 8 KN/
1 =12xx/m
L = 4.60m
TL
IT
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