| S.N |
BUSD |
SAP |
| 01 |
Nepali |
American |
| 02 |
For design |
For Analysis, design not dependable |
| 03 |
Covers general guidelines for construction of earthquake safe building. |
- |
| 04 |
Interactive. |
Takes time. |
| 05 |
Can be used with limited knowledge of structure. |
User should have command in subject. |
| 06 |
Column design program is verified. Satisfies clause 26.5.3.1 regarding Longitudinal reinforcements and clause 39.6 regarding "Members Subjected to Combined Axial Load and Biaxial Bending "of IS456:2000 . SP16 can be is used clicking the combo boxes. Moments from SAP analysis can be used. Vertical loads depends at the discretion of the designer. |
For two dimensional analysis column design is not feasible |
| 07 |
Isolated footing: both square and rectangular can be designed, Main input data are vertical load and bearing capacity of soil. |
Foundation design is very difficult. Complicated models have to do prepare. Chances of mistake are very high. |
| 08 |
Combined foundation: After testing design of combined foundation in Yeti Airlines Corporate Building for long period it is included in this program. |
- |
| 09 |
Strap foundation: (property line column) can be designed very easily. In Lalitpur sub Metropolitan city this type of building is classified as B type. Ninety percentages of building having property line columns constructed in Kathmandu may be in whole Nepal are in the stage of failure. They are wrongly designed and constructed. |
- |
| 10 |
Massages are observed for code followed. In some cases given in combo box also. |
Very difficult to locate the code followed. |
| 11 |
Doglegged staircase is designed by working stress and limit state methods. Limit state method is developed during Project under taken in Lumbini Engineering College (Pokhara University).Verifies book "Jain and Jai Krishna -Limit State Design." |
- |
| 12 |
SAP outputs can be used for structural designs of various members also. |
- |
| 13 |
Two way slab according to IS456:2000. Regarding slab depth in large span case client does not follow Engineer's advice. Prepared specially keeping this point in view. Major case of big fighting with client also considered. |
- |
| 14 |
Cantilever slab: Declared pioneers in this field are found making mistake. A large numbers of cantilevers fail during construction, due to overcrowds in cantilevers in festivals, and unsafe due to seismic. Program prepared considering all these cases. |
- |
| 15 |
Shear Reinforcement: Stirrups in beam can be designed by using IS456:2000. Data from codes are given in combo boxes. |
- |
| 16 |
All programs are verified based on relevant codes. |
Concrete grade not mentioned. |
| 17 |
Covers seismic detailing of reinforcements. |
Silent in detailing |
| 18 |
Covers design of Helicoidal Staircase. |
- |
| 19 |
No BUSD with you |
Have SAP |
| 20 |
Free coaching of operation of SAP 2000. (Four Bays and Four Storied :Two Dimensional building frame including earthquake analysis by static method).This portion covers only software operation nothing more. |
Buy BUSD |
