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1992-Medhekar-RashadGED-JainSK-ICJ-ShearReinf … · the beam plus Shear reinforcement for aseismic design of flexural members . IS . ... doubly seeticŽTO over- as pa approximate

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1992-Medhekar-RashadGED-JainSK-ICJ-ShearReinf … · the beam plus Shear reinforcement for aseismic design of flexural members . IS . ... doubly seeticŽTO over- as pa approximate

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Page 1: 1992-Medhekar-RashadGED-JainSK-ICJ-ShearReinf … · the beam plus Shear reinforcement for aseismic design of flexural members . IS . ... doubly seeticŽTO over- as pa approximate

Page 2: 1992-Medhekar-RashadGED-JainSK-ICJ-ShearReinf … · the beam plus Shear reinforcement for aseismic design of flexural members . IS . ... doubly seeticŽTO over- as pa approximate

Page 3: 1992-Medhekar-RashadGED-JainSK-ICJ-ShearReinf … · the beam plus Shear reinforcement for aseismic design of flexural members . IS . ... doubly seeticŽTO over- as pa approximate

Page 4: 1992-Medhekar-RashadGED-JainSK-ICJ-ShearReinf … · the beam plus Shear reinforcement for aseismic design of flexural members . IS . ... doubly seeticŽTO over- as pa approximate

Page 5: 1992-Medhekar-RashadGED-JainSK-ICJ-ShearReinf … · the beam plus Shear reinforcement for aseismic design of flexural members . IS . ... doubly seeticŽTO over- as pa approximate

Page 6: 1992-Medhekar-RashadGED-JainSK-ICJ-ShearReinf … · the beam plus Shear reinforcement for aseismic design of flexural members . IS . ... doubly seeticŽTO over- as pa approximate

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