You should increase the thickness of the raft slab"XXXXX":3h5jovdh" said:hi basically gives a stapling error in my projects, can I solve it without defining the column header?
Even if you define the column title, you may have entered the title thickness as zero. If you leave the header thickness zero, only the slab thickness will be valid. Check the thickness value by entering the header settings."XXXXX":3h5jovdh" said:in some projects, the column Even if I define the title, I cannot save my project.
Hello, The problem with the shears is due to the inability to throw enough stirrups to meet the shear force. Larger stirrup diameters can be selected for the Curtain stirrup from the Reinforced Concrete/Reinforcement Selection dialog. In addition to the punching problem in the S05 column, the max pursantage problem If the raft area in the S05 column area can be defined as in the sample project, max purs. and the punching problem is solved. Since the superstructure is an interactive solution in the project, defining the foundation area in this way also contributes to the problems on the curtains. *Small angle object message in the geometry control is a warning. In the created project, there is a small There are elements with an angle sa informs the user. If these elements are indeed like this, you do not need to heed the warning. Other project determinations and suggestions; -The placement of S11 and S12 columns in the stair tower in the project seems wrong compared to a lower floor. By selecting the slab, the "rigid diaphragm creation option" can be a solution in the object properties/static reinforced concrete tab. Good work"civilng":upzro10z" said:Good day, I am stuck on the same issue. In the project I added, I could not save the stapling security of the P07, P15 curtains and S05 polygon column. I wonder if I have a connection problem. Also, when I check the geometry, it gives a small angle object warning. What is the reason. How can I apply a solution. Thanks in advance for your help
Hello, In the program, stress controls on rafter raft slabs are made according to vertical loads.If the sum of G and Q values formed in the raft slab eye exceeds the floor safety stress as a result of the analysis, the program is relevant. It gives a Zg warning for the raft slab. Since the G=15.897 t7m2 Q= 2.761 t/m2 G+Q=18.658 t/m2>15 formed in the S04 raft slab in the project, the ground tension problem occurs in this raft slab chamber. Suggestion :As in the attached sample project, if a raft slab is defined without a beam by giving 50 cm amps and an interactive solution is made for the superstructure, the problem of ground tension is solved.Notes: *The superstructure interactive solution may cause the superstructure results to change. *D117 on the 1st basement floor do The elevation of the K122 beam that limits the lower edge of the diagram is incorrect. Good work"XXXXX":1uf0wlib" said:hello the project I couldn't solve with rafter raft is in the link below.Thanks in advance for your interest.You do not have permission to view link Log in or register now.
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