Does this reduction factor for areas refer to Areas OF Roof for MWFRS??
90 percent of the cases i have buildings which are greater than 1000 sqft.
with this understanding , should i apply reduction factor for all the roof coefficients ?
Also i want to highlight in the [b]ASCE PRESS...
dear all ,
please refer the below attachments . can anyone tell me how to use the reduction factor referrred in ASCE 7 figures for ALL HEIGHTS METHODS .
thanks
Alexhttps://files.engineering.com/getfile.aspx?folder=e0b46d61-38ef-4b88-83c0-bbc7e29bc597&file=ASCE_7-10_figure_27.4-1.png
IN EC 3 part 1 , on certain pages a notation inside box ^c1 is given for certain sections / clauses
an example oyu can see in the attached snapshot.
what does this notation refers to ? any experts from...
dear hender sdc ,
thanks for your feedback. in this thread you can find the attached solidwroks model.
i already added the X direction restraints .
your comment: "You should modify the bolt model to be the thread minor diameter and make the hole in the bracket the same size"
do you mean...
i need to rectify the rror occuring in my bracket model .
have been trying to solve this from long time. however could get.
need some experts opinions.
my query is attached as a pdf file and the solidwroks 2016 model too.
i am facing problem in assigning proper contact condition and...
i have read few articles on semi-rigid connection modelling for creating lighter rigid portal frames.
but i havent seend any examples in any design guides where frame models with rotational springs stiffness applied and accordingle analsysis results are published .
which brings a question...
dear koot k
i exactly did the same , i calculated the force per anchor ,
i took the rectangular leaf segment only and considered load acting on the centre , by statics i got the straining actions and accordingly i calculted allowable loads considering appropriate safety factor .
see the...
i have some queries with regards to usage of head restraints in masonry wall application.
head restraint connecting masonry and beam over it is popular used to resist out of plane loads acting on wall.
attachment shows one typical head restraints. if you see the attachment , you will find that...
i have a project where i need to design stainless steel fixings for supporting marble / stone claddings .
i have seen many stone fixing suppliers follow the rule of considering selfweight of marble or stone to be taken only by the lower anchors ...see the attachment drawing .
but such an...
In my 3d model of a warehouse. I have purlins and gifts spanning between portal frames and acting as continuous members.
I have also modelled shells in roof and walls to act as metal deck.
I want to analysis these shell elements for checking panel shear resistance.
I want the method for...
please check the attached sap file . i am a new user to sap and have faced some small issue while using sap2000
i have the following issues .
1) to the simple supported beam , i have assigned material proeprties of steel grade Fe-250 (fy -250 Mpa) .
but still after the analysis & design...
