ideCAD Statik 6

Raporlar, Kullanılan Simgeler ve Açıklamaları
1.
90 � 1.
90 * 1.
90 �14.
7194 * 0.
04535
� �
� 0.
057699 < 0.9971
3.
2
100000 * 0.
1081*
648.
962
As � =61.09 cm2 (çekme bölgesinde)
60 * 1913.
043
30/70 boyutlarında, Md=138.403 tm, b=174 cm, hf=12cm, pas payı=3 cm, fyd=3652.174 kg/cm2,
fcd=133.333 kg/cm2 olan tablalı kirişin donatısının el ile hesabı
2 * 3
� �1�
� 0.
914 ; � 1 �1�
0.
914 �1.
914 ; mL � 0.
0679375 * 1.
914 * 1.
914 � 0.
2489
70
0.
646 * 1.
914
� d �
� 0.
2763
3 � 0.
000404 * 3652.
174
w � 0.
00001*
133.
333 * 174 * 70 * 70 �1136.
77
138.
403
m � � 0.
1218 < 0.2489
1136.
77
1.
914 � 1.
914 * 1.
914 �14.
7191*
0.
1218
0.
5063 * 12
� �
� 0.
1725 > � 0.
0868
3.
2
70
138.
403
w1 � 0.
00001*
30 * 70 * 70 * 133.
33 �196
; mm � � 0.
706
196
12
174
J � � 0.
1714 ; m1 � 0.
255 * ( �1)
* ( 1.
914 � 0.
1714)
* 0.
1714 � 0.
366
70
30
2.
3 * 0.
366
� 1 �
� 0.
483 ; m2 � 0.
706 � 0.
366 � 0.
34
1.
914 � 0.
1714
�
'
d �
� 2 �
0.
2763
0.
5258
�
�
174
0.
554 * (
30
0.
483
�
�
0.
0428
1)
* 0.
1714
*
2
1.
914
�
0.
5258
m2 � 0.
8696 * 0.
0428 * ( 0.
5 * 1.
914 � 0.
8 * 0.
04828)
�
m3 �
0.
706 � 0.
366 � 0.
0342 �
0.
3058
0.
0342
905