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Eccentrically Loaded Foundations

الكلية كلية الهندسة     القسم  الهندسة المدنية     المرحلة 4
أستاذ المادة ابتهاج طه جواد العناوي       12/07/2018 19:43:14
foundations are subjected to moments in addition to the vertical load, as shown in Figure below. In such cases, the distribution of pressure by the foundation on the soil is not uniform. The nominal distribution of pressure is
foundations are subjected to moments in addition to the vertical load, as shown in Figure below. In such cases, the distribution of pressure by the foundation on the soil is not uniform. The nominal distribution of pressure is
foundations are subjected to moments in addition to the vertical load, as shown in Figure below. In such cases, the distribution of pressure by the foundation on the soil is not uniform. The nominal distribution of pressure is
foundations are subjected to moments in addition to the vertical load, as shown in Figure below. In such cases, the distribution of pressure by the foundation on the soil is not uniform. The nominal distribution of pressure is
foundations are subjected to moments in addition to the vertical load, as shown in Figure below. In such cases, the distribution of pressure by the foundation on the soil is not uniform. The nominal distribution of pressure is

المادة المعروضة اعلاه هي مدخل الى المحاضرة المرفوعة بواسطة استاذ(ة) المادة . وقد تبدو لك غير متكاملة . حيث يضع استاذ المادة في بعض الاحيان فقط الجزء الاول من المحاضرة من اجل الاطلاع على ما ستقوم بتحميله لاحقا . في نظام التعليم الالكتروني نوفر هذه الخدمة لكي نبقيك على اطلاع حول محتوى الملف الذي ستقوم بتحميله .