Column Design (FRP vs. Rebar)

e [mm]	c [mm]	P_n [kN]	M_n [kN·m]	ϕ	ϕP_n [kN]	ϕM_n [kN·m]
0.0	inf	4,536.3	0.0	0.650	2,948.6	0.0
38.2	414.1	3,629.0	138.7	0.650	2,358.9	90.2
70.4	340.9	2,951.1	207.8	0.650	1,918.2	135.1
176.7	212.3	1,547.8	273.5	0.650	1,006.1	177.8
305.6	135.5	771.9	235.9	0.850	656.1	200.5
inf	69.3	0.0	145.2	0.850	0.0	123.4
-0.0	-inf	-916.9	0.0	0.850	-779.3	0.0

ℹ️ 아래 라디오 버튼을 클릭하세요

A (Pure Compression) : $M_n$ = 0, $e$ = 0, $c$ = inf B (Minimum Eccentricity) : $e$ = $e_{min}$ C (Zero Tension) : $\epsilon_t$ = 0, $c$ = h - $d_c$ D (Balance Point) : $e$ = $e_{b}$ E : $\epsilon_t$ = 2.5$\epsilon_y$ [RC] or $\epsilon_t$ = 0.8$\epsilon_{fu}$ [FRP] F (Pure Moment) : $P_n$ = 0, $e$ = inf G (Pure Tension) : $M_n$ = 0, $e$ = 0, $c$ = -inf

e [mm]	c [mm]	P_n [kN]	M_n [kN·m]	ϕ	ϕP_n [kN]	ϕM_n [kN·m]
0.0	inf	3,619.4	0.0	0.750	2,714.5	0.0
42.3	371.1	2,895.5	122.5	0.750	2,171.6	91.8
55.1	340.9	2,660.0	146.6	0.750	1,995.0	110.0
-437.2	78.7	-510.8	223.4	0.550	-281.0	122.8
-1,332.5	93.0	-160.1	213.3	0.750	-120.1	160.0
inf	100.6	0.0	210.2	0.750	0.0	157.7
-0.0	-inf	-2,292.2	0.0	0.550	-1,260.7	0.0

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