challenges week 1 question 1- 5 is solved in sheet attached below

Q.1    Aim  and  Introduction-     design of  tension member .           Net Area for tension member calculation problem               Data given:        Plate size :  260 x 20 mm    …

AIM AND INTRODUCTION : DESIGN OF COMPRESSION MEMBER PROCEDURE :  TO FIND THE EFFECTIVE LENGTH OF COLUMN CASE A   the frame is braced  bottom is pinned and top is also pinned                          bottom                                                top               translation     rotation                       translation …

AIM  AND INTRODUCTION  -LATERAL LOAD RESISTING SYSTEM AND GRAVITY LOAD RESISTING SYSTEM     PROCEDURE- to draw the load path and identify the Axial force type in the different bracing system for horizontal shear                          and…

  Q.1  AIM AND INTODUCTION : DESIGN OF PLATE GIRDER TO DETERMINE PG WEB THICKNESS FOR GIVEN LOAD WITHOUT                                                      STIFFNERS  …

                AIM AND INTRODUCTION : MODELLING OF THE STRUCTURE IN STAAD                 PROCEDURE : First modelling one truss frame     - Span of truss 30 m                   …

  Q.1        AIM AND INTRODUCTION : APPLYING LOAD ON THE STRUCTURE IN STAAD            PROCEDURE : APPLYING FOLLOWING LOADS       APPLYING SELF WEIGHT         Applying 3kN/m member load on rafter       Applying…

Q.1        AIM AND INTRODUCTION : DESIGN OF DUAL SLOPE PITCHED ROOF FRAME TO DRAW THE BENDING MOMENT SHEAR                                                       …

     AIM AND INTRODUTION- TO  CALCULATE THE NO OF GIRTS AND PURLINS             RESULT: TOTAL NO OF PURLINS IN EACH RAFTER BEAM IS 21 AND TOTAL NO OF GIRTS IN EACH BAY IS 8    Q.2   AIM AND INTRODUTION- TO TAPER THE BEAM ACCORDING TO B.M.D DIAGRAM AND…

                                                                         PROJECT-1 MAIN FRAME     LOAD CALCULATION    …

         AIM AND INTRODUCTION : DESIGN OF BEAMS          PROCEDURE :  SECTOIN CLASSIFICATION CALCULATION OF THE FOLLOWING BEAMS           For built up box d/t=960/12=80    Hence the section is semi compact        …

                                                                              PROJECT-2            …

    Q.1     AIM AND INTRODUCTION-  FRICTION LOAD DETERMINATION OF PIPE SUPPORT           A PIPE carrying LNG rests on the shoe having vertical force of 125 kN friction load on support is 0.3                    …

             AIM AND INTRODUCTION - DESIGN OF COMBINED FOOOTING USINDN STTAAD FOUNDATION                                  RESULT - DESIGN PARAMETERS ARE GIVEN THE SUMMARY OF FOOTING IS ATTACHED  …

       Design and optimize typical shear, moment and Splice joints in RAM Connection for the following structure modelled in Staad Pro. Design and optimize base plate connection. Structure: A 2D portal frame fixed support spanning 15m with a pitched roof ridge height of 12m, slope of 4 degrees. A uniformly…

Design and optimize typical shear, moment and Splice joints in Staad Connection module for the following structure modelled in staadpro. Generate Report. Design and optimize braced connection (use US standard connections) in RAM Connection.  Structure: A 2D portal frame fixed support spanning 15m with a pitched…

1. 1. Write the steps involved to upload a .std file through web mail?     2. Name the different materials that can be designed using STAAD Pro.     3. Is it possible to capture images in STAAD Pro? If yes how?     4. Name the three ways by which you can create a model.     5. Write…

1. 1. How will you assign Circular section to column?    2. How will you assign Unit system to a .std model file?    3. What are the parameters to be specified while using “Bay Frame” option?    4. Name few codal standards incorporated in STAAD Pro software.    5. How…

1. 1. State the primary load cases to be considered for design.       DEAD LOAD       LIVE LOAD        WIND LOAD        EARTHQUAKE LOAD         TEMPERATURE LOAD        IMPACT LOAD         …