Draw formula settlement easily

Aug 6th, 2022
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How to draw formula settlement

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hi everyone its Mike here from adventures in CRE comm this is the companion video for the post titled construction draw schedule accounting for true loans a cost the model that you can download on the website in this video will help show you how to accurately account for the interest reserved in the construction draw schedule and will therefore help you properly allocate the total dollar amount both debt and equity okay so as mentioned in the post its really tricky at first thought to build a model that will calculate the interest reserve off the initial budget edit back to the budget and then reallocate the total budget so that total costs are properly split among debt and equity so to further elaborate on this point by adding the interest reserve back to the budget youre actually changing the budget that the interest azar was created from the first place and so what this means is you have a new budget and the equity requirements are going to be different your debt requirements are

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As the name suggests, immediate settlement occurs straight away as soon as the load is applied to the soil. When the load is applied, stresses in the soil change and the soil particles are rearranged, causing a reduction in void space.
Explanation: The immediate settlement is the elastic settlement and can be computed from the following expression based on the theory of elasticity, Si = q B (1-2/E s) I w. Explanation: As suggested by BIS Code IS: 8009 Part 1, 1976 the value of influence factor Iw for rigid footing is 0.82.
the course of vertical stresses z with depth. The settlement-generating base stress 1 = 0 - h must be used, taking into consideration the stress reduction by the excavation unloading for the embedment depth of the foundations.
The immediate settlement of footings bearing on clay is due entirely to the distortion of the clay beneath the footings, as an undrained condition prevails in the short term.
Immediate settlement of cohesive soils is given by S i = q B ( 1 2 E s ) S i = H C log e 0 + 0. S i = E s ( 1 2 ) I q B. S i = C H log e 0 + 0.
the course of vertical stresses z with depth. The settlement-generating base stress 1 = 0 - h must be used, taking into consideration the stress reduction by the excavation unloading for the embedment depth of the foundations.
Differential settlement is non-uniform settlement. It is the difference of settlement between various locations of the structure. Angular distortion between two points under a structure is equal, to the differential settlement between the points divided by the distance between them.
The Multiplier Method of Calculating Pain and Suffering One of the most common techniques for calculating pain and suffering is to add up the claimants medical bills stemming from their car accident injuries, multiply those by a number between 1.5 on the low end, and 4 or 5 on the high end.
p = Increase of stress at the mid point of the clay layer due to the footing. Total load of 180 kN is distributed at a larger area at the mid section of the clay layer. Area of the mid section of the clay layer = (4 + 3 + 4) (4 + 3 + 4) = 121 m2. p = 180 / 121 = 1.5 kN / m 2 .
To determine the settlement, it is necessary to divide the soil into strips and define the vertical soil stresses beneath the foundation base. Based on the elasticity analysis, the specific settlements si are determined for each strip; these are then added together to obtain the total settlement s.

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