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Bob33 are you thinking of the design of a beam on an elastic foundation Wingler etc

how is a reinforce concrete beam design that is fully supported along it length for example the beam is resting on a masonry foundation wall

what is the difference between a horizontal cantilever wing wall and a vertical cantilever wing wall

thanks guys

where can I find a good source for building materials weights.e for example unit weight of sheeting galvanize ,plywood etc by a recognize authority

how should i model gradebeam in safe should i use spring constant to account for the fact that the beam will be fully suppoted along it length on grade

Thanks i actually did what you suggested and found the source of the problem

after performing detailing in safe no rebars showing in footing slab any idea why

i am using csi safe version 12.3.2 i am unable to find the command that allowes 3d display of rebar view cage any help will be greatly appreciated

what i was trying to achieve was a structural framing system for the building and found it challenging because of the limitation .the archtects wants the space to be column free as possible. That is why i wanted to cantliver the lower slab feature and then use that slab to support the upper...

hi guy here is another drawing this make the section clearer this is the roof plan the section is cut from the roof down to the first floorhttp://files.engineering.com/getfile.aspx?folder=dc652182-9772-48c3-9338-7e12458ab365&file=3.4_roof_plan.pdf

many thanks guy and gals for all the usefully and sometimes humours suggestions.I will have dialouge with the archtect to arrive at some comprise.I have also been having problem visualising the structural frame myself for that curve section of the plans

hi dave the challenge is that the archtect want the area to cloumn free

this is final one section viewhttp://files.engineering.com/getfile.aspx?folder=b521afec-7288-4b3f-813a-86b1c1dfc945&file=5_bldg_sections.pdf

here are the othershttp://files.engineering.com/getfile.aspx?folder=d5f2501a-8bcd-4ebc-a4a5-261aa70e1c23&file=3.1ground_level_floor_plan.pdf

hi Ba i have uploaded a pdf of the section and plan view showing the problem.pwht1 you are correct it not really a balcony please have look at the drawinghttp://files.engineering.com/getfile.aspx?folder=c6486393-6389-41b5-941e-598e197b28ce&file=3.2_upper_level_floor_plan.pdf

thanks for the quick response .yes you are correct there is no back span.therefore if the beam is fixed then it is posible to design the cantilev beam using the beam as the only point of support

is it possible to design a cantilever slab with a uniform load along it free end using a simple supported beam as the point of fix support