TABLESTABLE 3.9 : BASIC SPAN / EFFECTIVE DEPTH RATION FOR
RECTANGULAR OR FLANGED BEAMSSupport ConditionsRectangular
SectionFlanged Beams with bw / b < 0.3Cantilever75.6Simply
Supported2016.0Continuous2620.8TABLE 3.10: MODIFICATION FACTOR FOR
TENSION REINFORCEMENTService
StressM/bd20.500.751.001.502.003.004.005.006.001.501.752.001002.002.002.001.861.631.361.191.081.011501.691.591.491502.002.001.981.691.491.251.111.010.941551.571672.002.001.911.631.441.211.080.990.921671.631.541.442002.001.951.761.511.351.141.020.940.882501.901.701.551.341.201.040.940.870.823001.601.441.331.161.060.930.850.800.763071.561.411.301.141.040.910.840.790.76TABLE
3.8 - VALUES OF vc DESIGN CONCRETE SHEAR STRESS100As / bdEffective
Depth125150175200225250300>4003.001.221.161.121.081.051.020.980.91Steel
Reinforcement Areas
Cross sectional area of number of bars (mm)Enter area (mm):Bar
Size (mm)Number of Bars123456789101112
Chris Buczkowski: User definedno. of
bars628578511314117019822625428331133985010115120125130235240245250355360310791572363143934715506287077858649421211322633945256567979290510181131124413571620140260380410051206140716081810201122122413203146289421257157118852199251328273142345637702549198214731963245429453436392744184909540058903280416082413321740214825563064347238804288479651401257251337705027628375408796100531131012566138231508050
Chris Buczkowski: User definedbar
size1963392758907854981711781137441570817671196352159823562
