عند عمل check of design لفريم يعنى التصميم جاهز بس بعمل شتيك علية والنظام الانشائى فريم لمصنع
احسب الحمل على المداد ثم اقوم بتحويل رد فعل المداد الى الفريم وهو دا الحمل على الفريم بالضافة الى الحمل الميت للفريم ام ماذا
You are doing right
but there is fast way to do it like
for the dead loads, let the software to calculate the own weight himself and for the dead load you can take it as distributed load by adding the weight of the cladding,purlins and service loads then mutliply all of them by the bay width.
for the live load, you can get it according to the used code then multipy it by the bay width and model as distributed load on the frame rafters.
same for the wind loads and seismic if there is.
Regards,
