CUTTING SAFETY IN BEAM

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PROJECT THIS AVAILABLE ON THE LINK. HELLO: I had a cutting safety problem in the beam in this project I drew. I did research to fix the problem; I changed the concrete class-I increased the width and depth of the beam-even though I increased the diameters of the stirrups, I still could not solve the same problem. Have I made a mistake in any data entry. Or what suggestions can you have to solve the problem. I would appreciate your help. Thank you to each and every one of you in advance.
 
Hi, in the K276 beam, the shear force reaches large values at the beam end point due to the different nodal points of the connected beams. Enter data so that the joint points of the K164 beam and the K138 beam are the same, and arrange the offset of the K164 beam as 20 cm. The problem will be solved. Good work
 
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