Crack Width and Load-Carrying Capacity of RC Elements Strengthened with FRP

Table 2

Properties of additional beams for serviceability stage [21].

Beam ID	b × h (mm)	L (mm)	As1 (mm^2)	fy (MPa)	Af (mm^2)	ff (MPa)	As2 (mm^2)	Ms (kNm)	Anchored
1-A2	180 × 100	2000	157	456	16.70	3450	100	10.63	No
1-A3	180 × 100	2000	157	456	33.40	3450	100	11.90	No
1-A4	180 × 100	2000	157	456	33.40	3450	100	11.05	No
1-A5	180 × 100	2000	157	456	16.70	3450	100	12.33	No
1-A7	180 × 100	2000	157	456	16.70	3450	100	12.75	No
1-A8	180 × 100	2000	100	513	16.70	3450	157	7.86	No
1-B2	180 × 100	1800	226	432	16.70	3450	100	12.75	No
1-B3	180 × 100	1800	226	432	33.40	3450	100	12.00	No
1-B4	180 × 100	1800	226	432	33.40	3450	100	10.50	No
1-B5	180 × 100	1800	226	432	16.70	3450	100	12.75	No
1-B7	180 × 100	1800	226	432	16.70	3450	100	13.13	No
2-A2	150 × 100	1800	100	530	18.15	3450	100	4.61	No
2-A3	150 × 100	1800	100	530	18.15	3450	100	4.80	No
2-A4	150 × 100	1800	100	530	16.50	3450	100	4.91	No
2-B2	150 × 100	1800	157	570	18.15	3450	157	6.45	No
2-B3	150 × 100	1800	157	570	18.15	3450	157	6.45	No
2-B4	150 × 100	1800	157	570	33.00	3450	157	6.19	No
2-C3	100 × 150	1800	100	530	13.20	3450	100	4.46	No
2-C4	100 × 150	1800	100	530	13.20	3450	100	4.01	No
2-D3	100 × 150	1400	157	570	13.20	3450	157	7.34	No
2-E3	100 × 150	1800	314	570	33.00	3450	157	10.01	No

Crack width checking moment.