Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Step 1
(a)
The possible causes of horizontal mortar joint cracks and inward bulging of the wall at mid-height are as follows:
- Heavy moving loads generally imposed due to heavy vehicles passing near the wall.
- Heavy earth loading due to damaged backfill or wet soil.
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Step 2
(b)
The possible causes of diagonal or step cracks present where two walls meet and form a corner are as follows:
- Point loads whose value is greater than the compressive strength of the concrete used.
- The uneven settlement caused by volumetric changes in the underlying soil or increased load on one side of the foundation.
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- Determine the characteristic flexural strength for failure perpendicular to the bed joints of a masonry, which has the following characteristics: (1) Aggregate concrete masonry units of Group 2, with a thickness of 175 mm, and a (non-dimensional) declared compressive strength of 7.3 MPa. (2) M2 general purpose mortar. Provide your answer in MPa and with two decimal digits.arrow_forward3-6 What factors affect the shrinkage of concrete? 3-7 What factors affect the creep of concrete?arrow_forward9.9 Refer to the following photographs of concrete wall cracking. Indicate which case is likely caused by foundation settlement, seismic shear, loading retaining wall pressure. IBMB b)arrow_forward
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