Table 3: Peak loads and area under the load versus midspan deflection curves of RC beams.

Beam namePeak load (kN)Area under the load versus midspan deflection curve (N·m)
Up to 10 mm deflectionUp to 15 mm deflectionUp to 20 mm deflection

C-NS79559735883
C-NS-6B77.26128251000
C-S-6H87.76909961262
C-SS131.9102414651757
C-S-191.66479341168
C-S-291.66599261157
B2-NS-SB79526728904
B2-NS-EP96.8474625760
B2-S-EP144.9103312611454
B2-NS105.5599786935
B2-S-1117.280910201190
B2-S-2128.984311291363
B2-S-3129.396212651529
B2-S-4132.1105112851461
B2-S-5133.2100512461460
B2-4B-NS-19273410051196
B2-4B-NS-299.472210191223
B2-4B-NS-3111.578210561270
B2-4B-S-1122.489312821623
B2-4B-S-2129.8101615902053
B2-4B-S-3132.8103315912024
B2-6B-NS-1108.173310111269
B2-6B-NS-2117.27178951069
B2-6B-NS-3121.977310251263
B2-6B-S-1126.797614401812
B3-S-1128.5103015441898
B3-S-2135.4105015031817
B3-S-3157.1119218392249
B3-S-4166142321212491