If there is a web opening in W section we normally design it using the formulae or methods specified by Steel Design guide 2 "Steel and composite beam with web opening" but if the W beam is cut to T section somewhere along the length, could we still use the method an formulae.
Secondly could we...
I was looking for online manuals or design guides for designing form decks..
I looked in Vulcraft but didnot find design guide to help in me determing the deck...
WANTED TO KNOW , IF ANY ONE OF YOU GUY'S HAVE COMBINED 2 OR MORE FILES INTO ONE,IN AUTOCAD..
THE REASON, IS WHEN I WANT TO EMAIL A PROJECT FILE WITH XREF I DONOT WANT THEM TO TAKE THE TROUBLE TO SEE WHICH FILES ARE MISSING, ARE THOSE X-REF FILES IMPORTANT TO THEM...ETC.
AND I DON'T WANT THEM...
I WANTED TO GET MY LANE LOADS, LL AND LL+IMP, FROM INFLUENCE LINE CHART.
I HAVE THE Y-, X-ORDINATE OF MY INFLUENCE LINE, SO HAVE THE AREA UNDER THE INFLUENCE LINE..
HOW THEN DO I CALCULATE MY LANE LOADS...FOR HS - 20 LOADING..
SHOULD I USE 18KIPS OR 26 KIPS AS CONCENTRATED LOADS...
How do i determine the nos on anchors needed if i have to bolt a C- channel on concrete.
I can have only one Bolt on the channel along the c/s
I know the moment at the base...
The thought process that is going on is to avoid the tripping of my bolt,
How much should be my embedment, i.e what is...
Has anyone worked with Tek screws.
I need to know the diameter and propeties for those screws.
If i am using #14 tek screws, how do i go around calculating the my required loads, the screw can bear.
what does # in 14 means.
I also needed to know the size / diameter for those screws..
Is there a good book for design of bolts and welds.
I was looking for anchorage bolts, how would orientation change bolt strength (in concrete)
And to add to that weld design...
I wuld appreciate good links or spreadsheet on above topic
Thanks for reading..
According to IBC Code,
if i am designing a stair case
It say's For Top rails use 200# or 50 #/ft which ever is max.
Does 50#/ft loading has to be continuous...
Or do i have to find out the max moment or reaction it will prroduce considering various cases
such as for 3 span:
case 1 : 50# /ft...
What is the best location to place a splice joint
At zero moment or zero shear.. (For a beam section)..or some where else...why..
2 nd if my beam has a axial loading, the is delta effect, does it change anything...
Could someone please help out,
I was trying to work a 2D problem in Risa 3D..The answers were way out then expected.
Could someone please help me out..
I was trying to determine if a post is installed in concrete , what things i should consider in my design..
1) Pull out strenght..
Could you help me find the code requirements..
Thanks in advance
