# plz help me in) sap2000 v11

##### عضو جديد
sap programme not give me acttual results

ithink for reactins its ok
but for beams it gives small moment
and also for slab

plz helb me:86:

### مواضيع مماثلة

#### anass81

##### عضو معروف
sap programme not give me acttual results

ithink for reactins its ok
but for beams it gives small moment
and also for slab

plz helb me:86:

السلام عليكم

افضل طريقة هي انك ترفق الملف, وبعدها نرى ما المشكلة

##### عضو جديد
its simble flat slab with marginal beam

#### anass81

##### عضو جديد
ok till me plz how to attatch file

#### إبراهيم أسامة

##### عضو جديد
لو بتعمل set modifier متعملهاش وجرب كده وقلنا

##### عضو جديد
:11: thats the file mr anass check for me plz

#### المرفقات

• 1st change.rar
2 MB · المشاهدات: 38

slab 20 cm
beam (20*60)
d.l=1.50 t/m2
l.l=0.25 t/m2

#### eng_batool

##### عضو جديد
use a modifier factor

:31:You should use a modifier factor for slab and beams to get a suitable result

The modifier factor changes in slab, beam and columns according to tha design procedure which you follow
1- Using ACI
If you need ultimate result (factored result) you should use the modifier for slabs =0.25 and for beams = 0.35 and for columns =0.7

If you need working result you should use the modifier for slabs =0.5and for beams = 0.75 and for columns =1

From ACI318M chapter 10 ( 10.10.4.1 )

1- Using ECP
If you need ultimate result (factored result) you should use the modifier for slabs =0.5 and for beams = 0.7 and for columns =1

##### عضو جديد
u mean after results
i should multi in this factors

slab 20 cm
beam (20*60)
d.l=1.50 t/m2
l.l=0.25 t/m2