Flexural Design and Analysis of Composite Beams with Inverted-T Steel Girder with Ultrahigh Performance Concrete Slab

Table 5

Comparison of experimental ultimate horizontal shear force and predicted shear strength without safety factor.

Test member	a: horizontal shear force by test (kN)	b: stud force by (1) (kN)	a/b	c: stud force by (5) (kN)	a/c
120f-50-50	1,386	2,535	0.55	4,636	0.30
120f-50-100	1,138	1,268	0.90	2,318	0.49
120f-50-200	965	634	1.52	1,159	0.83
120f-50-400	533	317	1.68	579	0.92
120f-100-50	1,937	2,535	0.76	4,636	0.42
120f-100-100	1,399	1,268	1.10	2,318	0.60
120f-100-200	1,016	634	1.60	1,159	0.88
120f-100-400	753	317	2.38	579	1.30
150f-50-50	1,151	2,785	0.41	5,093	0.23
150f-50-100	1,041	1,393	0.75	2,547	0.41
150f-50-200	803	696	1.15	1,273	0.63
150f-50-400	1,089	348	3.13	637	1.71
150f-100-50	1,100	2,785	0.39	5,093	0.22
150f-100-100	900	1,393	0.65	2,547	0.35
150f-100-200	1,365	696	1.96	1,273	1.07
150f-100-400	852	348	2.45	637	1.34
180f-50-50	1,206	799	1.51	998	1.21
180f-50-100	997	399	2.50	499	2.00
180f-50-200	564	200	2.83	250	2.26
180f-50-400	347	100	3.48	125	2.78
180f-100-50	1,686	799	2.11	998	1.69
180f-100-100	1,125	399	2.82	499	2.26
180f-100-200	824	200	4.13	250	3.30
180f-100-400	528	100	5.29	125	4.23
Average	—	—	1.92	—	1.31