PROBLEM. A DRCB propped cantilever beam shown is subjected touniform dead load of 35 KN/m (including its own weight) & auniform live load of 55 KN/m over its entire span. GIVEN: fc’=28MPa, fy=415 MPa, sc=60 mm (on top & bottom fiber of the DRCB);Reinforcements @ supports A & B: 4-25mmꬾ Top Bars & 2-25mmꬾBottom Bars ; Reinforcements @ mid-span of AB: 2-25mmꬾ Top Bars& 3-25mmꬾ Bottom Bars. Use any method of analysis forindeterminate beam & assumed EI is constant. Draw the V & Mdiagram.

290mm 490 mm A 6m B B 2m с 1-) the absolute moment in KN @ support bock pura meter "a"in mon when steel KN-m @ support A 2.) the positive moment in KN-m @ midspan in Kw -m @ midspan bin segment AB the reaction in KN @ Support A 4.) the reaction in B *-) the initial value of stress does not yield @ support compression the 6.) The name of es in mea when steel y helds @ support tension hars 7.) Final actual tensile stress in mea when steel does not yield support compression bars is? in 8.) in stage, I the KN-M ultimate moment capacity of the beam ( 9.) the final value Of the antro Idal distance "C" in mm does not yield @ support compression compression bars 100) is the ORCB safe or not? 11.4) distance from the support @ the ultimate shear developed @ "d" distance overhang Bc is stirr uft required @ overhang MC? 1.) It stirrups is required, shear stress provided by the stirrups @ over hang Be I KN is required its spacing any Be 1 mm when steel is ? 120) @ over over hung 14.) if lomm stirrupt