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Book

Call No.: 658.15A451

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Optimum Design Of Single Core Tall Structures/ BY Sughra S.Abbas Al-Mosawi ؛ Sup.M .P. Saka

By: Sughra S.Abbas Al-Mosawi M .P. Saka

Publication info: 1996

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Call Number: 658.15A451

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Optimum Design Of Single Core Tall Structures/ BY Sughra S.Abbas Al-Mosawi ؛ Sup.M .P. Saka

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By: Sughra S.Abbas Al-Mosawi M .P. Saka

Publication info: 1996

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Call No.: 658.15A451

Optimum Design Of Single Core Tall Structures/ BY Sughra S.Abbas Al-Mosawi ؛ Sup.M .P. Saka

By: Sughra S.Abbas Al-Mosawi M .P. Saka

Publication info: 1996

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					    font-weight: 700;
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					    width: 90%;
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.footer {
					    width: 100%;
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New Arrival

Book

Call No.: 500.2K45

Libraries

Evolutionary structural optimization of steel gusset plates/ Amal A .Nabi Khalaf ؛ M .P. Saka

By: Amal A .Nabi Khalaf M .P. Saka

Publication info: 2004

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Call Number: 500.2K45

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Evolutionary structural optimization of steel gusset plates/ Amal A .Nabi Khalaf ؛ M .P. Saka

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By: Amal A .Nabi Khalaf M .P. Saka

Publication info: 2004

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Call No.: 500.2K45

Evolutionary structural optimization of steel gusset plates/ Amal A .Nabi Khalaf ؛ M .P. Saka

By: Amal A .Nabi Khalaf M .P. Saka

Publication info: 2004

body {
					    font-family: "Dubai", sans-serif;
					    background-color: #f8f8f8;

}

@media print {
					    body {
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.header {
					    background-color: white;
					}

.header .top {
					    width: 100%;
					    height: 10px;
					    background-color: #8a1111 !important;
					}

.header .header-content {
					    display: flex;
					    align-items: center;
					    padding: 12px 50px;
					}

.header .header-content .logo svg {
					    width: 149px;
					}

.header .header-content .title-By {
					    padding: 5px 35px;
					}

.header .header-content .title-By .title {
					    font-size: 10px;
					    font-size: 30px;
					    font-weight: 700;
					    color: #333333;
					    margin-bottom: 5px;
					}

.header .header-content .title-By .By {
					    font-size: 15px;
					    color: #989898;
					    font-weight: 600;
					}

.body {
					    background-color: #f8f8f8;
					}

}
					.body-content-table {
					    width: 66%;
					}

.body-content-table .table-header {
					    font-size: 30px;
					    font-weight: 700;
					    color: #333333;
					    margin-bottom: 7px;
					}

.body-content-table table {
					    width: 100%;
					}

.body-content-table table tr {
					    background: #f7f7f7 !important;
					    border: 0;
					}

.body-content-table table tr:nth-of-type(odd) {
					    background: white !important;
					}

.body-content-table table td {
					    color: #333;
					    font-weight: normal;
					    padding: 14px 14px 14px 20px;
					    border: 0;
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.body-content-table table td a {
					    color: #8a1111 !important;
					}

.footer {
					    width: 100%;
					    height: 10px;
					    background-color: #8a1111 !important;
					}

New Arrival

Book

Call No.: 666.893953T158

Libraries

Optimum Design Of Reinforced Concrete Frames Based On BS 8110/ BY Adnan AL-Tamimi ؛ .Sup M .P. Saka

By: Adnan AL-Tamimi M .P. Saka

Publication info: 1995

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Call Number: 666.893953T158

Book

New Arrival

Optimum Design Of Reinforced Concrete Frames Based On BS 8110/ BY Adnan AL-Tamimi ؛ .Sup M .P. Saka

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By: Adnan AL-Tamimi M .P. Saka

Publication info: 1995

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Call No.: 666.893953T158

Optimum Design Of Reinforced Concrete Frames Based On BS 8110/ BY Adnan AL-Tamimi ؛ .Sup M .P. Saka

By: Adnan AL-Tamimi M .P. Saka

Publication info: 1995

body {
					    font-family: "Dubai", sans-serif;
					    background-color: #f8f8f8;

}

@media print {
					    body {
					        -webkit-print-color-adjust: exact;
					    background-color: #f8f8f8;

}
					}

.header {
					    background-color: white;
					}

.header .top {
					    width: 100%;
					    height: 10px;
					    background-color: #8a1111 !important;
					}

.header .header-content {
					    display: flex;
					    align-items: center;
					    padding: 12px 50px;
					}

.header .header-content .logo svg {
					    width: 149px;
					}

.header .header-content .title-By {
					    padding: 5px 35px;
					}

.header .header-content .title-By .title {
					    font-size: 10px;
					    font-size: 30px;
					    font-weight: 700;
					    color: #333333;
					    margin-bottom: 5px;
					}

.header .header-content .title-By .By {
					    font-size: 15px;
					    color: #989898;
					    font-weight: 600;
					}

.body {
					    background-color: #f8f8f8;
					}

}
					.body-content-table {
					    width: 66%;
					}

.body-content-table .table-header {
					    font-size: 30px;
					    font-weight: 700;
					    color: #333333;
					    margin-bottom: 7px;
					}

.body-content-table table {
					    width: 100%;
					}

.body-content-table table tr {
					    background: #f7f7f7 !important;
					    border: 0;
					}

.body-content-table table tr:nth-of-type(odd) {
					    background: white !important;
					}

.body-content-table table td {
					    color: #333;
					    font-weight: normal;
					    padding: 14px 14px 14px 20px;
					    border: 0;
					}

.body-content-table table td a {
					    color: #8a1111 !important;
					}

.footer {
					    width: 100%;
					    height: 10px;
					    background-color: #8a1111 !important;
					}

انتقاء

Optimum Design Of Single Core Tall Structures/ BY Sughra S.Abbas Al-Mosawi ؛ Sup.M .P. Saka

Optimum Design Of Single Core Tall Structures/ BY Sughra S.Abbas Al-Mosawi ؛ Sup.M .P. Saka

Evolutionary structural optimization of steel gusset plates/ Amal A .Nabi Khalaf ؛ M .P. Saka

Evolutionary structural optimization of steel gusset plates/ Amal A .Nabi Khalaf ؛ M .P. Saka

Optimum Design Of Reinforced Concrete Frames Based On BS 8110/ BY Adnan AL-Tamimi ؛ .Sup M .P. Saka

Optimum Design Of Reinforced Concrete Frames Based On BS 8110/ BY Adnan AL-Tamimi ؛ .Sup M .P. Saka

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