STAAD.Pro Module 3: NSCP 2015 Load Assignments (Dead, Live, Earthquake)

Watch the Introduction to STAAD Load Assignments first before watching this video.
Video Link: • NSCP 2015 | Structural...

[@deanzanoCE]

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[@zachosalvador9782]

Give me ur mail for more details, thanks

[@zachosalvador9782]

I watch all ur videos i believe I want to say u r the really one I like from all ,as teaching this software more clear than others I appreciate it ,thanks

[@herolcarino7039]

hello sir, ginaganahan po ako makinig/matuto kahawig niyo po si mayor vico ♥

[@constructiongabay4609]

Thank you Sir, I learned a lot from you., new subscriber here.

[@gnidnoeled786]

Sir, did you separate the selfweight of the slab from the selfweight of the columns and beams?

[@zachosalvador9782]

May I know y most i c in net when they use loud the items in the area of stair they just scape to draw the stairs just focus on the beams and scap the rest of structural of the staircase??????

[@franzcesardulay2386]

Question Sir, for the wall loads, aren't you supposed to multiply it by its thickness rather than its height to get the line load for walls?

[@sethagustin4136]

Good day sir, I have a question regarding the reference load used in the seismic definition at 1:10:42 Why was live load not incorporated into the seismic definition? Is it always dead load only?

[@joelmausisa1005]

Roof deck LL is only half of residential LL which is 0.95 kpa or 1kpa not the 2.9kpa.

[@jayjayantipolo260]

sir engr. oscar here.. I have a question.. For the Ceiling Load, is it necessary to add a mechanical ducting load while for the earthquake loading, how did you solve for the entire weight of the building for the distribution of the designed base shear. For the foundation size and depth, how do you compute for maximum depth for a two-storey or up building considering there is no soil analysis in a particular location?

[@deanzanoCE]

Hello engr. 1. Since mechanical ducting is a permanent load, it is logical to include it in the dead load (superimposed) to be part of the computation in seismic load. 2. STAAD will automatically compute for the total weight that is included in the Seismic Load parameters. 3. Sir I do not know how to compute for the max depth if there are no soil analysis done in a site. As the depth will depend on the findings of the Geotechnical Engineers. :)

[@Stay-Tuned0]

Hello, what if interior walls are on slab only, not on the beam.

[@deanzanoCE]

Sorry for the 5 months late reply 😅 You must convert the wall load into a pressure load first.

[@Stay-Tuned0]

@@deanzanoCE sir what if I got 450by450mm column dimensions from staad analysis but when i used the excel based computations I got smaller dimensions 350by350mm as passing result ,which one should i use.

[@gokti2001]

@deanzanoCE sir pag na convert mo na po sa pressure load. How will you apply the load in staad? And also is it necessary to add it to computation or idisregard nlng ung mga partition wall at assume nlng kunware nasa beam sila nakapatong? Pls enlighten me sir thank you

[@zian.2493]

Pag po ba ngdefine Ng seismic need Ng rigidfloor diaphragm always?

[@EdnalynLLuz]

Hi. It says, “no node exists at specified floor level. Please check input.” Can you help me what’s the problem? I just followed all your instructions.

[@joelmausisa1005]

Why there is no interior partion load in your DL?

[@rhanieboy]

Sir, ask lang sa 20:55, about sa source type, saan nag base ung type A sir.. thanks.

[@happylang2417]

Thabk you

[@zachosalvador9782]

Hi ,why u didnt put LL for beams of staircase,???? I believe those beams had no DL since no any breaks above them ,?

[@zachosalvador9782]

Is it more particular to have them in LL than DL ,or am I a mistaken,?

[@zachosalvador9782]

Self weight already included right i really got that doubt may u explained

[@zachosalvador9782]

If we go to have them as LL I mean those beams ,is same formula we gonna use,or theres something else ;??

[@zian.2493]

boss my tutorial kb about FEA using staad or what software ung mas maganda gamitin mapabilis ung analysis results

[@Paulinoacierto-v6i]

hello sir @DeanZanoCE i am happy to search your videos and i am learning on it. I tried to make my own job using staad for 4 storey building but there is one error in analysis which says that " No Reference Load case of type Mass/Gravity/Dead/Live is defined for mass modeling". what does it mean sir? i tried to review it but i dont know how to correct it.

[@deanzanoCE]

Hello! Make sure that your reference load is defined as a "dead load". 😊

[@jomariealcano6791]

@@deanzanoCE Hello sir ayaw pa din po ehhh. nag set na ako Type Dead sa Reference

[@joeltumala5039]

Good Day po Engineer, kapag nag run analysis ako, o errors, pero bakit my error sa analysis out put na **ERROR- CASE BEING FACTORED DOES NOT EXIST. CASE= 1, paano po iresolve to?

[@terecitoalias8107]

Sir. Do you have link for you NSCP pdf?

[@fullstories3090]

Paano p pag walang NSCP 2015 sa staad ko huhuhu

[@glensmsn]

Hello Sir! Can i have your excel file for this one hehe thank you

[@alterm1347]

Engr. Baka alam nyo po paano solution nito sa pagadd ng group sa floor load (either sa liveload or sa reference load definitions), ay hindi nya inaassign lahat ng beams ng nasa group kapag nagadd ako or in short hindi sya tugma. Pero tama naman yung paggawa ko ng group. Example: yung group na nagawa for 2way is nakaassign sa beam 1-12, pero kapag inadd as group na sa live load ay yung naassign lang is beam 1-4.

[@deanzanoCE]

It is either hindi nag close yung beams na napili (Like baka may naisingit na node sa group of beams na hindi mo pansin). Or baka hindi po sila magka level (sa Y coordinate. Baka namili ka po ng beams under 1 group na nasa magkaibang floors).

[@engryorme]

Pahingi ako sir ng soft copy sur ng reference ml sir