The 18m long simply supported beam support the distributed load as shown in the image. Use the static equilibrium method to determine the shear and moment in each region of the beam.
8kN/m AT A 12m bm
Calculate the reaction supports and moments at the supprts.
m 12 m Lalutate Qoction Suppens SEP 2 R 18 1g 2 CN8XI01218 Relia Re 72 KN 1080 14 Fhom guotbn ) we get RA tRE 162 N t 72J62 KN Rp TORN
cutting section at X-X and find the shear force...
Step 3: Culing he Section at xx we 9ef (1) sheas ac at eft Lide& Secdion SE 90-t(a) SF 90-4)e) () 2 90-1.52 eply Shejotce (sp) at rigt sid Seetion SE SEE 12-7.2le) SF 72 0.7522
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