Sir, saan po galing yung constants na nasa Load Combo ng ASD? Iba po kasi yung nasa NSCP 2015. Salamat po.

nice sir ben

Hi Sir, thank you for your Vlogs and God Bless... 🙏🏻🙏🏻

Nice sir padli! 👏👏👏

@BGG CE_ZONE Saan po pinapayagang maglagay ng construction joint sa column kung ito ay di maiiwasan? At bakit doon?

@21:51 Hindi po Design base shear yung Vu. Factored Column shear(internal force) po yun obtained from Load combination including Earthquake load.

thanks sir for the information. im your new subscriber. tanong ko lang kung ang SMRF detailing ay applicable din ba sa 2 storey houses? kasi parang ang laki ng columns kung susundin ito. 300mm minimum column width and ratio of B/H = .4, H = 750MM? Tama po ba ang interpretation ko. salamat in advance sa pagsagot

sir, wala pong import pdf sa autocad 2015

Thanks for the good information sir

Nice one sir!

Sir kindly upload your excel file. thank you.

great tutorial for Civil Engineers. very helpful.

Nice tutorial. Keep making Staad videos sir

Nice content, looking forward to more uploads. I think you should check smzeus . c o m to promote your videos.

Sir Bakit po hindi Parehas result pagdating sa Unity Check(Inital design without Select optimize command). chineck ko po Editor ninyo same na same naman po sakin pero iba result sa Postprocessing STAAD TRUSS START JOB INFORMATION ENGINEER DATE 02-Nov-20 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 1 0 0; 3 2 0 0; 4 3 0 0; 5 4 0 0; 6 5 0 0; 7 6 0 0; 8 7 0 0; 9 8 0 0; 10 9 0 0; 11 10 0 0; 12 1 0.4 0; 13 2 0.8 0; 14 3 1.2 0; 15 4 1.6 0; 16 5 2 0; 17 6 1.6 0; 18 7 1.2 0; 19 8 0.8 0; 20 9 0.4 0; MEMBER INCIDENCES 1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 7 7 8; 8 8 9; 9 9 10; 10 10 11; 11 1 12; 12 12 13; 13 13 14; 14 14 15; 15 15 16; 16 16 17; 17 17 18; 18 18 19; 19 19 20; 20 20 11; 21 2 12; 22 3 13; 23 4 14; 24 5 15; 25 6 16; 26 7 17; 27 8 18; 28 9 19; 29 10 20; 30 12 3; 31 13 4; 32 14 5; 33 15 6; 34 6 17; 35 7 18; 36 8 19; 37 9 20; START GROUP DEFINITION MEMBER _TC-WW 11 TO 15 _TC-LW 16 TO 20 _BOT 1 TO 10 _WEB 21 TO 37 END GROUP DEFINITION DEFINE MATERIAL START ISOTROPIC STEEL E 2.05e+008 POISSON 0.3 DENSITY 76.8195 ALPHA 1.2e-005 DAMP 0.03 TYPE STEEL STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2 END DEFINE MATERIAL MEMBER PROPERTY AMERICAN 1 TO 20 TABLE LD L20203 SP 0.005 21 TO 37 TABLE ST L20202 CONSTANTS BETA 180 MEMB 1 TO 10 BETA 45 MEMB 21 TO 37 MATERIAL STEEL ALL MEMBER TRUSS 21 TO 37 SUPPORTS 2 10 PINNED LOAD 1 LOADTYPE Dead TITLE DL SELFWEIGHT Y -1 MEMBER LOAD 11 TO 20 UNI GY -0.6 1 TO 10 UNI GY -1.8 LOAD 2 LOADTYPE Roof Live TITLE LL1 MEMBER LOAD 11 TO 20 UNI GY -3.6 LOAD 3 LOADTYPE Wind TITLE WL MEMBER LOAD 11 TO 15 UNI Y 9 16 TO 20 UNI Y 6.83 LOAD COMB 4 GENERATED NSCP 2015 WIND ASD 1 1 1.0 2 1.0 LOAD COMB 5 GENERATED NSCP 2015 WIND ASD 2 1 0.75 2 0.56 3 0.34 LOAD COMB 6 GENERATED NSCP 2015 WIND ASD 3 1 0.45 3 0.45 LOAD COMB 8 GENERATED NSCP 2015 WIND ASD 4 1 0.75 2 0.75 3 0.45 LOAD COMB 9 GENERATED NSCP 2015 WIND LRFD 1 1 1.4 LOAD COMB 10 GENERATED NSCP 2015 WIND LRFD 2 1 1.2 2 1.6 LOAD COMB 11 GENERATED NSCP 2015 WIND LRFD 3 1 1.2 2 1.6 3 0.5 LOAD COMB 12 GENERATED NSCP 2015 WIND LRFD 4 1 1.2 2 0.5 3 1.0 LOAD COMB 13 GENERATED NSCP 2015 WIND LRFD 5 1 0.9 3 1.0 PERFORM ANALYSIS PARAMETER 1 CODE AISC FYLD 248000 ALL RATIO 1 ALL TRACK 0 ALL CHECK CODE ALL PARAMETER 2 CODE AISC STEEL MEMBER TAKE OFF ALL PARAMETER 3 CODE AISC LOAD LIST ALL FINISH

Sir kailangan po ba maglagay ng value sa SP kung weld sya from member to member at hindi gagamit ng gusset plate

Pards nice nice.. inext mo nu kasanu aginstall ti staad. 😁