Table 1. Short-span composite beam tests... | Emerald Publishing

Table 1.

Short-span composite beam tests

Beam test ID	L: mm	η^a	Steel beam		Composite slab			Headed studs
Beam test ID	L: mm	η^a	Profile	f_y flange/web: N/mm²	f_cm: N/mm²	B/H/h_p: mm	Number of rebar layers	n_r	d/h_sc: mm	Through-deck welded?
2-01	5000	0·23	IPE 300	383/418	45·2	1250/130/58	1	1	19/100	Yes
2-02	5000	0·19	IPE 300	383/418	44·3	1250/130/58	2	1	19/100	No
2-03	5000	0·46	IPE 300	383/418	45·4	1250/130/58	1	2	19/100	Yes
2-04	5000	0·41	IPE 300	383/418	44·3	1250/130/58	1	2	19/100	No
2-05	5000	0·31	IPE 300	383/418	41·4	1250/130/58	1	1	22/100	No
2-06	5000	0·31	IPE 300	383/418	41·6	1250/130/58	2	1	22/100	No
2-07	5000	0·37	IPE 300	383/418	64·2	1250/130/58	2	1	22/100	No
2-08	5000	0·19	IPE 300	383/418	63·4	1250/130/58	2	1	19/100	No
2-09	6000	0·12	IPE 360	382/411	48·6	1500/150/80	1	1	19/125	Yes
2-10	6000	0·21	IPE 360	382/411	49·0	1500/150/80	1	2	19/125	Yes

Beam test ID	L: mm	η^a	Steel beam		Composite slab			Headed studs
Beam test ID	L: mm	η^a	Profile	f_y flange/web: N/mm²	f_cm: N/mm²	B/H/h_p: mm	Number of rebar layers	n_r	d/h_sc: mm	Through-deck welded?
2-01	5000	0·23	IPE 300	383/418	45·2	1250/130/58	1	1	19/100	Yes
2-02	5000	0·19	IPE 300	383/418	44·3	1250/130/58	2	1	19/100	No
2-03	5000	0·46	IPE 300	383/418	45·4	1250/130/58	1	2	19/100	Yes
2-04	5000	0·41	IPE 300	383/418	44·3	1250/130/58	1	2	19/100	No
2-05	5000	0·31	IPE 300	383/418	41·4	1250/130/58	1	1	22/100	No
2-06	5000	0·31	IPE 300	383/418	41·6	1250/130/58	2	1	22/100	No
2-07	5000	0·37	IPE 300	383/418	64·2	1250/130/58	2	1	22/100	No
2-08	5000	0·19	IPE 300	383/418	63·4	1250/130/58	2	1	19/100	No
2-09	6000	0·12	IPE 360	382/411	48·6	1500/150/80	1	1	19/125	Yes
2-10	6000	0·21	IPE 360	382/411	49·0	1500/150/80	1	2	19/125	Yes

^a

Based on push-out test results in Table 2